Tender For providing Of Certain Works Services For Induction Of Mrsam At Af Stn Suratgarh (Phase I)- 1 Demolition of Bituminous premix asphaltic dence concrete of any thickness in existing road complete all as specified and directed. 2 Demolition of Soiling and WBM of any specification and thickness in existing road complete all as specified and directed. 3 Dismantling of pavers blocks/tiles of any description or thickness in floors, aprons etc. laid dry or pointed, complete all as specified and directed. 4 Rough excavation not exceeding 1.50 m deep and getting out in soft / loose soil complete all as specified and directed. 5 Rolling and consolidating formation surfaces in cutting/filling with 8 to 12 tonne capacity power road roller complete all as specified and directed. 6 Material and labour for Material and labour for 200mm thick GSB granular sub base (compacted thickness) in two layers of 100 mm each of grading as per MORTH specifications & IRC by using mechanical paver, rolled and consolidated to required gradient and camber complete using tandem vibratory roller exceeding 8 tonne and not exceeding 10 tonne capacity complete all as specified and directed.NOTE:- Two layers of 10 Sqm shall be measured as a single unit. 7 Material and labour for wet mix macadam (WMM) of 225mm thick (compacted thickness) in three layers each layer 75 mm thick compacted separately with coarse aggregates of grading as per MORTH specifications & IRC by using mechanical paver, rolled and consolidated to required gradient and camber complete using tandem vibratory roller exceeding 8 tonne and not exceeding 10 tonne capacity complete all as specified and directed.NOTE:- Three layer of 10 Sqm shall be measured as a single unit. 8 Preparation of WMM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning by mechanical air compressor the cleaned surfaces to remove all loose dirt etc complete all as specified and directed. 9 Material and labour for applying evenly a tack coat with paving bitumen VG-10 @ 10 Kg per 10 Square Metre with mechanical pressure sprayer complete all as specified and directed. 10 Material and labour for 50mm thick premix bituminous macadam (BM)with 4% binder content (using paving bitumen VG-30) by weight of total mix, laid,rolled with 8 tonne to 12 tonne power road roller andcompacted to required gradient and camber, consolidated complete all as specified and directed. 11 Material and labour for applying evenly a tack coat with paving bitumen VG-10 @ 5 Kg per 10 Square Metre with mechanical pressure sprayer complete all as specified and directed. 12 Material & labour for bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.5% (minimum) paving bitumen(VG-30) as a binder by weight of total mix and grading of aggregates & design criteria as specified in SSR Part -I clause no 20.B.2.5.4(e) & 20.B.2.11 and mix at hot mix plant, spread with mechanical paver, rolled and consolidated to gradient and camber required with Tandom Vibratory roller and all as specified in para 20.B.4 & sub para 20.B.4 of MES Schedule Part I and as directed.Notes:-1. No price adjustment shall be applicable if the approved quantity of binder as per design mixed is more than specified quantity.2. The Contractor is advised to assess the realistic quantity of binder for the Design Mix specified above before quoting. If considered necessary, they may get the Design Mix done on their own before quoting the Tender. However, the Design Mix done prior to quoting of Tender shall not be considered for incorporation in the Work after conclusion of Contract and shall have to be done as specified above. 13 Material, labour and applying road marking paint (2.0mm thick) centre line, stop line, dashes, arrows, brackets & similar work on road surfaces as per IRC pattern, retro-reflective type of specified shade / colour using hot thermoplastic material by automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cleaning the road surface and remove all dirt, seals, oil, grease and foreign material etc. complete all as per manufacturers instructions and as per direction. 14 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft and loose soil complete all as specified and directed. 15 M& L Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick;watering, ramming/rolling andfinishing to required size, shape,etc., n exc. 1.5 m high from base as specified and directed. 16 Material & labour for 100 mm thick compacted moorum or red bajri,spread watered rolled and consolidated to required gradient and camber withwith 8 to 12 tonne capacity power road roller as in berms complete all as specified and directed. 17 Removing surplus excavated materials (soft/loose soil) to a distanceexceeding 1.5 km and depositing where directed at a level not exc 5 kmabove the starting point complete all as specified and as directed. 18 100 mm thick, PCC (1:4:8), type D-2 (using 40 mm graded stone aggregate), as in sub base under floor complete all as specified and as directed. 19 25mm thick fine sand layer spread uniformly over sub base complete all as specified and as directed. 20 Machine pressed precast concrete interlocking tiles/paver block any shape and size conforming to IS 15658 of 80mm thickness M-40 grade with grey cement and no pigment including filling the joints upto full depth with fine sand, complete all as specified and directed. 21 Fixing only retrieved Machine pressed precast concrete interlocking tiles/paver block any shape and size with grey cement and no pigment including filling the joints upto full depth with fine sand, complete all as specified and directed. 22 Material & labour for continuous brick edging using full bricks of sub class B old size bricks with width equal to width of bricks laid dry on end vertically including embedding the bricks in ground and tamping the ground around the bricks, earth work and removal of surplus soil n exc 50 meter complete all as specified and directed.Note : - Each row will be measured separately. 23 Taking Up CI/DI water mains up to 100 mm dia from trenches (including all fittings) with spigot and socket ends and lead/tyton joints including burning out joints and recovering lead complete all as specified and directed. 24 All as per item No.23 here-in-before but size 80 mm bore 25 Taking up or down steel tubing of size 50 mm bore including all fittings and connections complete all as specefied and directed. Note:- Taking down pipe will be deposited to E/M Yard. 26 Relaying of Ductile Iron pipes of 100 mm bore retrieved from item No.23 after rectification of defects in the same trench or another or at any other locationwith spigot and socketed ends, Class K-9 suitable for and including rubber tyton jointscomplete all as specefied and directed. Note: Balance of Unserviceable pipe will be deposited to E/M Yard 27 Supply & laying of Ductile Iron pipes of 100 mm bore with spigot and socket end, Class K-9 suitable for and including rubber tyton joints complete all as specified and directed. 28 Relaying of Ductile Iron pipes of 80 mm bore retrieved from item No.24 after rectification of defects in the same trench or another or at any other locationwith spigot and socket end, Class K-9 suitable for and including new rubber tyton jointscomplete all as specified and directed. 29 Supply and laying 50 mm diain trenches /fixing to wall / ceiling or floor, jointing, GI tubing, medium grade including all fittings such as bends, elbows, tees, union, short pieces, connectors, check nuts, caps, plugs etc complete all as specified and directed. 30 Ductile iron fitting/specials suitable for ductile iron double flange pipes such as bends any type/radius and angle), tapers any type tees, cross, tail pieces with double flanged, socket suitable for rubber tighten push on joints, caps, plugs, sheet pieces with flanged/socket or both flanged or both socket end of any size upto 100mm dia complete all as specified 31 S & F sluice valve 50 mm bore both end flanged,long body,class PN-1.6 confirming to IS 14846-2000,duly ISI marked with iron wheel and stainless steel spindle and fly nut,bolts, washers and rubber gasket etc,all as specified and directed. 32 Excavation in trenches in soft/loose soil not exceeding 1.5 meter wide and not exceeding 1.5M in depth for laying of Pipe line and getting out of excavated material complete all as specified and directed. 33 Returning, filling in, including spreading, leveling, watering and well ramming in layer not exceeding 25cm thick eachcomplete all as specified and directed. 34 Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point complete all as specified and directed. 35 Material and labour for PCC 1:3:6 type C-2 (using 40 mm grade stone aggregates in foundation, mass concrete as in patching of Road crossing of pipe line etc all as specified and directed. 36 Material and labour for construction of valve chamber of size 900 x 900 x 900 mm (internal dimensions built in brick masonary on 15 cm thick PCCfoundation (1 : 4 : 8) type D-2 using 40 mm graded stone aggregate over 100 mm thick hard core with brick work masonary in cement mortar 1:4 using Bclass bricks and rendering in cement mortar 1: 4, 10 mm thick internally including exposed surfaces of external surfaces, MS cover made out of 3 mm thick MS sheet on angle iron framework made out of 40 x 40 x 3 mm duly embedded in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate with hold fast made out of MS flat iron 25 x 6 mm x 300 mm long and 40 mm thick PCC coping 40 mm thick 1:2:4 type B-0 using 12.5 mm graded stone aggregate with handle hinges with locking arrangement& applying two coats of synthetic enamel paint over a coat of red oxide primer to all exposed steel surfaces complete all as specified and directed. 37 Supply, laying & testing cable XLPE insulated screened,PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with aluminium conductor, 11000 volts grade (Earthed),of size 3 core cross sectional area 95Sqmm complete all as specified and as directed. Note : (i)Pre despatch Inspection of HT cables shall be carried out at manufacturers factorybefore despatching to site by rep of Accepting officer within the rate quoted of the item(ii) Cable shall bemarked or embossed as GE(AF) Suratgarh at every one meter length. (iii) Cable from MRS Suratgarh AF Station to Weapon Storage Area (WSA). 38 Supply, fixing, testing and commissioning air break isolating switch tripple pole mechanically operated with vertical isolation, 12 insulators mounted on steel frame with operating mechanism worked from ground level and including operating rod of 25 mm dia medium grade GI pipe and locking arrangement of capacity 400 Amps 11 KV with drop out fuse setincluding making all incoming/outgoing connection of HT cable and overhead conductor using new leads and nuts, bolts etc and painting of steel work with 2 coats of aluminium paint over a coat of red oxide primer complete all as specified and directed. 39 Supply & fixing lightening arrestors expulsion type complete with all fittings, suitable for 11000 Volts grade transmission class, discharge capacity 65KA including brackets, clamps, nuts, washers and connecting to 4mm dia GI earth wire complete all as specified and directed. 40 Supply and fix cable jointing kit for 11 KV (Earthed) grade cable for indoor termination, heat shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and as directed. 41 Supply and fix cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination, heat shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and as directed. 42 Supply and fix heat shrinkable straight through cable jointing kit for 11 KV (Earthed) ( grade cable joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 50 to 95 Sq mm complete all as specified and as directed. 43 Excavation manually in trenches in soft/loose soil not exceeding 1.5 meter wide and not exceeding 1.5M in depth for laying of cables and getting out of excavated material complete all as specified and directed. 44 Add to item No.43 for each additional 1.5m or part thereof in depth beyond the first 1.5m for laying of cables and getting out of excavated material complete all as specified and directed. 45 M & L for river bed fine sand in trenches/ ducts 15 cm under cable and 8 cm above the cable for cushioning/protection to cable including spreding, levelling and get thick 18cm after hand punning complete all as specified and directed at site. 46 Supply and laying Precast in reinforced Concrete cable covers ISI makrked Class HV, type B-1 flat of size 300mm x 180mm x 40 mm for HT cable all as specefied. 47 M & L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping for old and new poles including form work complete all as specified and as directed. 48 Taking downcarefully existing old Serviceable underground HT cable uptosize 95 Sqmm 3 Core core keeping aside for reusefrom trenches/ wall/pole complete all as specified and directed. 49 Relaying of cable upto 95 Sqmm 3 Core after rectification of defects in the same in trench/wall/pole or at any other location complete all as specified and directed. 50 Labour for bore hole 110 mm to 120 mm dia forroad crossing upto 1m depth from the road surfaceto pass the100 mm dia GIpipefor cable layingall as specified and as directed. 51 Supply and Fixing for galvanised iron tubing 100 mm dia light grade with all fitting laid under floor/road crossing or in trenches or fixed to pole /walls with clamps as required including sealing of pipe ends with apporoval sealing compound etc complete all as specified and as directed. 52 Dismantling existing ACSR conductorfor re-use of any size/type overhead line from PCC/Steel poles complete all as specified and directed. 53 Dismantling cross-arms of M.S. channel or angle sections etc. complete and setting aside for re-use with in 50mfrom PCC/Steel poles complete all as specified and directed. 54 Dismentling and taking down of existing any type or any size of insulator from PCC/Steel poles complete all as specified and directed. 55 Dismentling and taking down of existing any stay wire with 16 mm dia rode and loop insulator for re-useand unseviceable deposit to E&M store all as specified and directed. 56 Dismantling existing any type of stay assembly complete (demolition of concrete, etc. and excavation measured separately) all as specified and directed. 57 Labour for refixing ofcross-arms of M.S. channel or angle sectionsretrieved from item No.53 on PCC/Steel poles complete all as specified and directed. 58 Labour for fixing of Pin type or shackle type insulator on Steel poles retrievedfromitem No 54 complete all as specified and directed. 59 Labour for straining of ACSR conductor of any size of 4 wire retrievedfromitem No.52 on polebinding of insulators and redoing all jumpering connection and insulator binding with aluminium conductor providing required T&P all as specified and directed. 60 M&L for Stay assy using 16mm dia galvanised rod complete all as shown in electrical plate No 1 of SSR Part I one all as specified and directed. (Clamps, loop insulator, earth work, PCC measured separately) 61 S&Ffor stay wire using galvanised steel strand of 7/3.15mm complete with necessary binding one all as specified and directed 62 S&F Loop type insulator, porcelian vitreousbrown of size 65x90mm and clearence hole 16mm all as specified and directed. 63 M & L for danger notice plate of 1.6 mm thick mild steel sheet vitreous, enamelled white with letters, figures and conventional skull and bones in signal red colour and fixed with MS clamps made of 25x3m MS flat, bolts and nuts for HT 25x20cm size complete all as specified and directed. 64 Dismentling and taking down carefully GOD, MS channel, HT cable, all insulators and other connected itemsfrom4 pole structure for re-useand shifting the same to other location within Air Force Station by any means of arrangementand testing complete all as specified and directed by. 65 Dismantling and taking down by removing HT and LT connection of indoor/outdoor type 11/0.433KV transformer of any capacityfrom existing plateform / 4 Pole / 2 Pole structure, lowering the same carefully and shifting to other location within Air Force Station as directed with and including reinstallation by any means of arrangementand testing complete all as specified and directed. 66 Taking down/Removing existing Steel poles HT/LT for shifting from site complete all as specified and directed by Engineer-in- Charge. Note: Damaged poles shall be removed from site and deposit to E&M Store as per direction. 67 Supply and fixing steel tubular swaged poles complete with cast iron base plate, final taper plug bolts, nuts, screws as specified type 410 SP-55 (11.0 Mtr long) incl embossing the manufacturers name and IS No of pole and erecting in position all as specified and directed incl painting the exposed portion with two coats of aluminium paint over a coat of red oxide primer and internally through out plus embedded portion with two coats of black bituminous paint over a coat red oxide primer and painting of 30 cm wide red and white strips upto 1.5 mtr from bottom of the errected pole including marking of pole number complete all as specified and directed. Note: Necessary excavation, earth work and PCC shall be measured and paid for separately. 68 M & L for MS works, cross arms, bracing, support clamps and back plate fabricated out of structural steel sections including nuts, bolts and washers, welding, bending hot or cold, cutting, drilling holes for bolts in any shape or size as directed and including one coat of red oxide primer, one under coat and one finishing coat of aluminium paint complete all as specified and directed 69 Refixing of old serviceable steel tubular swaged poles obtained from item Sr. No: 66 herein before after dismantling, 9.0 M long and erecting in new location (within 2 Kms distance) or asdirected at site including painting the exposed portion with two coats of aluminium paint over a coat of red oxide primer and painting of 30 cm wide red and white strips upto 1.5 mtr from bottom of the errected pole including marking of pole number complete all as specified and directed. Note: (A) Rate Quoted shall be deemed to be inclusive of the following : (i) Any repair/welding/fabrication work on the old poles. (ii) Any rusted surface on the old pole shall be treated with red oxide primer prior to application of aluminium paint. (B) Necessary excavation, earth work and PCC shall be measured and paid for separately 70 Supply and fixing cable route indicator for HT UG cable of 11000 Volts bolted with 40x6mm flat iron member of height 0.60m and 80mm dia CI plate, embeded in PCC 1:3:6 type C-2 of size 20cm x20cm x30cm block complete all as specified and as directed. 71 M & L for earthing complete with galvanised steelEarth plate electrode 600X600X6mm thick buried directly in ground (earth pit not less than 2.25 meter below ground level) with top edge of the plate not less than 1.5 metre below normal ground level connected to GIstrip 32x6 mm at two points by means of bolts and nut, check nut and washers including charcoal dust, common salt, necessary excavation in hard/dense soil, returning filling in and removal of surplus soilto a distance up to 50 metres, PCC pit in 1:3:6 type C-I (using 20mm grade stone aggregate) RCC 1:2:4 type B-1 (using 20mm grade stone aggregate ) 50mm thick pit cover, reinforced with 8mm dia TMTbars 75mm c/c, both ways MS handle 12mm dia, GI funnel, wire mesh and GI watering pipe of 20mm bore GI (light grade) and earth leadprotection pipe 40mm bore (light grade) all as specified, directed and shown in electrical plate No 3 of SSR Part-I including testing complete. Note : GI strip 32x6mm upto 7.5 metre with 40mm protection pipe shall be included in quoted rate and beyond that the same will be measured separately.
