Tender For 01 - Internal Development Works In Housing Scheme Under Pmay At Bhopa Road, Muzaffarnagar, 1 (A) Construction of Roads 2 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankmentto be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed byEngineer–in-charge. Cartage ofsurplus earth upto from 1km distance royality. and for mechanically compacted to achieve 95% proctors density including arrangement water and all T&P including roller and its fuel etc. SI no.253(a)+260(a)+261(b) = 78.00+20.00+ 48.00=146.00 3 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 4 Construction of un-reinforced dowel jointed at expansion and construction joint only, plain Cement Concrete pavement, thickness as per design, over prepared sub base with 43 grade cement and any other type as per clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to IS: 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mixed design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the framework as per drawing) spreading the concrete with shovels. rakes compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixturesas approved curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bars and also including complete shifting of materials and concrete etc. New Item - 9/road 5 Supply and Laying of 80mm thick ISI marked I shaped/other approved shaped mechanically compressed interlocking cement concrete paver blocks with top layer of minimum 5 mm thickness of O.P. cement having plan dimension 200x(160+120mm), smooth high gloss finish, skid resistantmanufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver blocks shall not be less than 40Mpa and weight 4.5 kg per no. confirming to IS:15658-2006 including cost of all materials, labour, T&P etc., laying with a blanket layer of 4.00 cm thick local sand including leveling and dressing surface up to required level and slope filling joints with local sand i/c all required for proper completion of the work as directed by Engineer-in- charge and as per drawing & technical specification of clause 1504. 6 Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a) 7 (B) Construction of Drains and Culverts 8 Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 M lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches. (S.I. No. 251a) 9 Concrete with 4 cm gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation and under floors i/c supply of all materials, labour, T&P etc. required for proper completion of the work.(SI No.273 ) 10 M-150 Brick Work in 1:4 one cement and four coarse sand mortar in foundation and plinth including supply of all materials, labour , T&P etc. required for proper completion of the work. SI No. 305(a) 11 Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a) 12 12mm thickplaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not to be less than 1cmincluding supply of all materials, labour, T&P etc. required for proper completion of the work.[S.I.no. 584-a]. 13 R.C.C Work with cement, approved coarse sand & 2cm. gauge approved stone grit in proportions of 1:1.5:3 in SLABS excluding supply of reinforcement & its bending, but i/c its fixing & binding the same with 24 B.W.G. G.I. binding wire & including necessary centering & shuttering etc. & supply of all materials, labour,Tools & plants etc. required for proper completion of the work i/c cost of binding wire.The rate excludes making of drip course which shall be paid extra.[SI.No.284(A)] 14 M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire. [SI.No.504] 15 (C) Laying of Sewer Line 16 Excavation of following depth for laying of sewer line (loam, clay or sand) including dressing leveling, refilling of trench in 20cm layer watering, ramming and removal of surplus earth and other dismantle material upto a distance of 50M from the centre of trench as directed by E/I 17 (a) 0.0-1.5m B.G.L 18 (b) 1.5-3.0m B.G.L 19 Providing and Fixing open timbering in both sides trenches for the following depth consisting of 40mm thick approved country wood planks for poling boards 125mm x75mm Indian sall wood waller and 100mm dia sall ballies for struts at 1.5mtr. c/c distance including removal after laying sewer line as directed by E/I. 20 0.0-3.0m BGL 21 Supply of350 mm dia pipe NP-2 all complete 22 Cartage upto100Km including loading and unloading is 15% extra to SOR rates, So rate=1090.00+1090.00*15% =1253.50 23 Carting and laying of following dia R.C.C. hume pipe & colors from store to the site of work, lowering them into trenches true to alignment caulking the joints with spun yarns soaked with bitumen and jointing with 1:2cement and coarse sand mortal including excavation of earth below invert level of pipe, cost of all jointing, materials, testing etc. all complete but excluding excavation & refilling of trenches from ground level to invert level of pipe as directed by E/I 24 A-350mm dia NP-2 25 (i) 0.0-1.5m B.G.L 26 (ii)1.5-3.0m B.G.L 27 Concrete with 4 cm gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 10:5:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of the work. (SI No.274 ) 28 Construction of brick masonary Manhole of internal size ( 1.00mx1.20mx3.00m) including supply of all material, labour, T&P etc. Complete in all respect as per direction of Engg in-charge. 29 Addition/Substaction in brick masonary Manhole internal size (1.00mx1.20mx3.00m) for Regulating shaft. 30 Construction of brick masonary Chamber of internal size 0.60mx0.60mx1.50m including supply of all material, labour, T&P etc. Complete in all respect as per direction of Engg in-charge. 31 Addition/Substaction in brick masonary Chamber internal size (0.60mx0.60mx1.50m) for Regulating shaft. 32 (D)Construction of Septik Tank-Soak Pit 33 Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 M lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30 M from the foundation trenches. (S.I. No. 251a) 34 Concrete with 4 cm gauge stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of the work. (SI No.273 ) 35 M-150 Brick Work in 1:4 one cement and four coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 305(a) 36 20mm thickplaster in 1:2 consisting of one part ofcement and two part of approved coarse sand laid in panels finished with 3mm floating coat of neat cement or cement mixed with marble dust in ratio 5:1 including supply of all material, labour tools & plants etc. required for proper completion of the work. SI No.597 37 Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. 279(a) 38 R.C.C Work with cement, approved coarse sand & 2cm. gauge approved stone grit in proportions of 1:1.5:3 in SLABS excluding supply of reinforcement & its bending, but i/c its fixing & binding the same with 24 B.W.G. G.I. binding wire & including necessary centering & shuttering etc. & supply of all materials, labour,Tools & plants etc. required for proper completion of the work i/c cost of binding wire.The rate excludes making of drip course which shall be paid extra.[SI.No.284(A)] 39 R.C.C Work with cement, approved coarse sand & 2cm. gauge approved stone grit in proportions of 1:1.5:3 in LIGHTER BEAM excluding supply of reinforcement & its bending, but i/c its fixing & binding the same with 24 B.W.G. G.I. binding wire & including necessary centering & shuttering etc. & supply of all materials, labour,Tools & plants etc. required for proper completion of the work i/c cost of binding wire.The rate excludes making of drip course which shall be paid extra.[SI.No.285+(284a-284)] 40 M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire. [SI.No.504] 41 Additional Cost for the acessories as pipes for inlet/ out let, vent pipe cowel and foot steps etc. 42 (E) Laying of Water Supply Distrubution Line 43 Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead upto 50 mt. from center of trenches and refilling of earth in 20 cm. layers with watering and ramming etc. complete. 44 Supply and laying of following sizes pipes for distribution system conforming to latest/ relevant I.S. Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destinationand all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignmentand gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge. 45 110 mm dia HDPE Pipe PE-100 PN-6 46 140 mm dia HDPE Pipe PE-100 PN-6 47 160 mm dia HDPE Pipe PE-100 PN-6 48 Making of ferrule/FCV connection in all sizes of pipeline with saddle piece, service connections, fittings, and fixing ofbrass ferrule of 15 mm size/FCV including tapping the main and cost of bailing out of water. The above work includes necessary dismantling and reinstatement of CC/Bitumenous/BOE/CC Tile/Kuchcha road, excavation including stacking of servicable material and disposal of unservicable material within municipal /village habitation limits as per direction of E/I. It also includes supply, carting, laying & jointing/fitting of necessary length of PE-80, PN-12.50 20mm dia OD MDPE pipe and G.I. Pipe medium quality upto 10 m length, HDPE/G.I. specials & fittings as required to complete the work(for PVC/HDPE/ DI/AC dia ofexisting pipe ) 1 No. HDPE adapter and 1 No. tap/stop cock 15 mm dia with 1 no. G.I. union along with all labour, T&P etc. required for proper completion of work. The work also includes supply, filling, collection and submission of all necessary documents required for FHTC work. 49 a)Size of pipe line 63 mm to 110 mm 50 Supply and fixing of 110mm dia CI Sluice valve complete in all respect.(DSR-18.31.1.1) 51 Supply and fixing of 110mm dia CI Air valve complete in all respect.(DSR-18.59.3) 52 Constructing masonary chamber 90x 90x100cm complete in all respect. (DSR-18.34.1) 53 (F) Construction of Boundary Wall 54 Excavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. SI No.251(a) 55 Conrete with 4cm guage brick ballast, Fine sand of 1.25 FM and cement in 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work (SI No. 275) 56 RCC work with cement, approved coarse sand,2cm gauge approved stone grit in proportion of 1:1.5:3 for raft and footings excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc. &i/c supply of all materials, labour, T&P etc. required for proper completion ofwork including cost ofbinding wire. Rate excludes making of drip course which shall be paid extra. SI No.289 57 RCC work with cement, approved coarse sand,2cm gauge approved stone grit in proportion of 1:1.5:3 for columns and T-beam excluding supply of reinforcement and its bending, but i/c its fixing and binding the same with 24 BWG GI binding wire and including necessary centering and shuttering etc. &i/c supply of all materials, labour, T&P etc. required for proper completion ofwork including cost ofbinding wire. Rate excludes making of drip course which shall be paid extra. SI No.289 58 RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.SI No.285+[284(a)-284] So Rate= 7200 + (7400-6900) = 7700 59 M.S.(Tor steel or plain) in plain work such as RCC or RB work including bending for proper shape and inclding supply of steel and its wastage, bend,hooks and authorized overlapping shall be measured and including cost of binding wire . (S.I No. 504) 60 M-150 class brick work in 1:6 cement andfine sand of 1.25 FMmortar in foundation and plinth including supply of all material labour, tools and plants etc. required for proper completion of the work. SI No. 303 61 M-150 class brick work in 1:6 cement andfine sand of 1.25 FMmortar in super structure including supply of all material labour, T&P etc. required for proper completion of the work. SI No. 303+309+310 62 Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.SI No. 279a 63 12 mm thick plaster with cement and coarse sand 1:4 over brick with minimum thickness not to be less than 1 cm including supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584a 64 Add for extra labour and materials for plaster over rough face of one brick wall.SI No. 596 65 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. (S.I No. 660+661) 66 M.S or iron workin heavy size such as tursses, built up gates, record racks, gates etc, including rivetting or welding where necessary, positioning or wrought to required form and position including supply of steel and its wastage including cost of bolts, nuts it required for and welding, grinding and making holes as required for completion of the work.SI No. 503 67 Painting or varnishing work in small areas or new wood/steel work with one coat (up to one square meter) ready mixed priming paint and one coat or approved superior quality ready mixed paint or varnish includingsupply of all materials, labour, tools and plants etc. required for proper completion of the work. Paint to be used ISI marked. SI No. 641+642 68 (G) Construction of Parks Wall 69 Excavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. SI No.251(a) 70 Conrete with 4cm guage brick ballast, Fine sand of 1.25 FM and cement 8:4:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work(SI No. 275) 71 RCC work with cement, approved Coarse sand and 20mm stone grit in proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire.SI No.285+[284(a)-284] So Rate= 7200 + (7400-6900) = 7700 72 M.S.(Tor steel or plain) in plain work such as RCC or RB work including bending for proper shape and inclding supply of steel and its wastage, bend,hooks and authorized overlapping shall be measured and including cost of binding wire . (S.I No. 504) 73 M-150 class brick work in 1:6 cement andfine sand of 1.25 FMmortar in foundation and plinth including supply of all material labour, tools and plants etc. required for proper completion of the work. SI No. 303 74 M-150 class brick work in 1:6 cement andfine sand of 1.25 FMmortar in super structure including supply of all material labour, T&P etc. required for proper completion of the work. SI No. 303+309+310 75 Cement Concrete with 2 cm gauge stone grit, approved coarse sand, cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.SI No. 279a 76 12 mm thick plaster with cement and coarse sand 1:4 over brick with minimum thickness not to be less than 1 cm including supply of all materials, labour, tools and plants etc. required for proper completion of the work. SI No. 584a 77 Add for extra labour & materials for plaster over rough face of one brick wall. SI No. 596 78 Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give an even shade including supply of all materials,labour, Tools & plant etc. required for proper completion of the work. (S.I No. 660+661) 79 M.S or iron workin MS grills/ staircase railings/ tursses/gates/ racks etc. including rivetting or welding where necessary, positioning or wrought to required form and position including supply of steel and its wastage including cost of bolts, nuts it required for and welding, grinding and making holes as required for completion of the work.SI No. 50A 80 Painting or varnishing work in small areas or new wood/steel work with one coat (up to one square meter) ready mixed priming paint and one coat or approved superior quality ready mixed paint or varnish includingsupply of all materials, labour, tools and plants etc. required for proper completion of the work. Paint to be used ISI marked. SI No. 641+642
