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Tender For Development Of Prithaviraj Nagar Nagar Van Makarwali Hokra - Constructionprithaviraj Nagar Van Nagar Makadwali Hokra (Upgradation Of Old Wall Fencing (4 Feet To 6 Feet Height) Length -445 M, Store Room, Tube Well) Sl. No. Item Description , Ajmer-Rajasthan

Forest Department has published Tender For Development Of Prithaviraj Nagar Nagar Van Makarwali Hokra - Constructionprithaviraj Nagar Van Nagar Makadwali Hokra (Upgradation Of Old Wall Fencing (4 Feet To 6 Feet Height) Length -445 M, Store Room, Tube Well) Sl. No. Item Description . Submission Date for this Tender is 30-01-2025. Building Work Tenders in Ajmer Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

47348505
Tender For Development Of Prithaviraj Nagar Nagar Van Makarwali Hokra - Constructionprithaviraj Nagar Van Nagar Makadwali Hokra (Upgradation Of Old Wall Fencing (4 Feet To 6 Feet Height) Length -445 M, Store Room, Tube Well) Sl. No. Item Description
Open Tender
NCB
Rajasthan
Ajmer
30-01-2025

Tender Documents

Tender Details

Tender For Development Of Prithaviraj Nagar Nagar Van Makarwali Hokra - ConstructionPrithaviraj Nagar Van Nagar Makadwali Hokra (upgradation of Old Wall Fencing (4 feet to 6 feet height) Length -445 m, Store Room, Tube well) Sl. No. Item Description 1 Random rubble stone masonry for with hard stone in superstructure above plinth level and upto five level above 30 cm thik walls in cement mortar1:6 (1 cement : 6 sand ). boundary wall, Pillars 6.2.6 pwd bsr ajmer 2 Providing and fixing pre cast cement concretee coping 1:2:4 mix 50mm thick complete as per specification boundary wall, Pillars 3.8 pwd bsr ajmer 3 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thickPillars 90x 4, Pillars 90 x 2 12.1.2 pwd bsr ajmer 4 Pointing on stone masonry in cement sand mortar 1:3 (1 cement :3 sand) Raised and cut pointing boundary wall 2 x 445 12.31.2 pwd bsr ajmer 5 contigency 6 Earth Work in surface excavations not exceeding 30 cm in depth but exceeding 1.5 mtr. In widdth as well as 10 sqm on plan including disposal of excavated earth 50 mtr.and lift up to 1.5 mtr. Disposal soil to be Leveled and neatly dressedAll kinds of soil. B-1/1.1 7 E/W in excavation in over area ( exceeding 30 cm in depth 1.50 Mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50 mtr. and lift up to 1.50 mtr. Disposal earth to be leveled and neatly dressed All kinds of soil. B-1 /1.6. 8 Providing and laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken stone aggregate.40mmin 1:4:8 B-3/ 3.1.6 9 R.R.S.M. for foundation & plinth in cementabove 30cm thick wall( in 1:6) B-6 / 6.2.6 10 Providing and laying in position cement concrete including curing compaction etc. Complete in specified grade excluding the cost of centering and shuttering. All work up to plinth level using crusher broken stone aggregate.M-20mmin 1:2:4B-3 / 3.1.2 11 R.R.S.M. for super structure above plinth level one story hight above 30cmthick wall in 1:6 B-6 / 6.2.6 12 Brick masonary in foundation and plinth with brick of class designation 75 in 1:5 Add extra over item no. 5.1 for brick work in super structure up to third storey. B-5/5.1.2+ 5.2.2 13 Dry stone masonaryB-6 /.6.2.2 14 Providing and laying in position specified grade of reinforcement cementconcreteall RCC structural elements up to plinth level including curing comactionfinishing with rendering in cement sand mortar 1:3 and making good the joints excluding the cost of centeringshuttering and reinforcement. M-20 grade nominal mix. B-4 / 4.1 15 Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formworks for foundation in basement rafts,footings, straps beams, bases of columns etc. up to plinth level.Roof, Sajja, Beams,plinth B-4 / 4.9 16 Providing and fabricating reinforcementfor RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire)all complete up to floor three level. Cold twisted deformed bars (IS:1786)11.24x 2916/100=327.75 kg B -4/ 4.13 17 Steel TMT bars B-4/ 4.14 18 Plaster on new surface on wall in cement sand mortar 1:6 including raking of joints etc. complete fine finish: 25 mm thickRoom in side,Room out side, Less gate Window,Vent B 12/ 12.3.1 19 Supplying and fixing machine cutand polished stone, slaves, tands and in CM 1:3 with machine cut edges.B -6 / 6.17.3 20 Providing and fixing pressed steel mitred doors frames manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hings jamb, lock jamb, head and if required angles threshold ofmild steel angles of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split and tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after per-treatment of the surface as directed by Engineer in charge. Double Pitam Door Frame B 9 / 9.6.3 21 Providing and fixing external grade board solid core single leaf flush door shutters ISI- 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fitting complete as per annexure A30 mm thick gate - 2..05 x 1.20 = 2.46 sqm window -2 x 1.15 x 1.15 = 2.645 sqm total= 5.105 sqm B-8 / 8.13.1.3 22 contigency 23 Tube well Construction of tube-wellfrom ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -&II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200mm –do-. 4.3.2 24 Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. 4.4 25 Supply of ERW M.S. black casing pipeISI marked (IS:4270/1992)of grade Fe410 of following sizes at site of work. 200 Nominal bore of pipe (mm) 4.5.4 26 Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 Nominal bore of pipe (mm) 4.6.2 27 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size:200mm dia 4.8.4 28 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 4.9 29 SITC of radial / mixed flow submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./ D.C.B./ Open well. The job includes lowering ofriser pipe, G.I./H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. E260700 ( Elec. BSR 2012 ) 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head, minimum Discharge respectively. E260720 7.5 HP, 3-Ø, (65-135)Mtr, (240-115)LPM E260723 30 Plate Earthing as per IS:3043 withcopper Earth plate of size 600mm x 600mm x 3.0mm by embodying3 to 4 mtr. below the ground level with 25mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. E150300 ( Elec. BSR 2012 ) 31 S & Laying following size earth wire/stripin horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.E150600 ( Elec. BSR 2012 ) 6 SWG copper Wire E150601 32 S & Laying following size B class G.I. Pipe confirming to IS : 1239 P - 1 ( 1990 ) with accessories for laying earth conductor/strip / cable in ground/surface/recess as required E150700 ( Elec. BSR 2012 ) 20 mm dia. E150702 33 Supply and fixing of Oil / Air break Starter panel made out of sheet steelpowder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors. E261300 ( Elec. BSR 2012 ) For Three phase Submersible / Mono block pumpE261320 3.0 HP to 10.0 HP ( Star / Delta ) E261322 34 Providing of synthetic rope for submersible pump ISI marked (IS:5175) of following sizes. E260400 ( Elec. BSR 2012 ) 16mm (suitable above 50mm & up to 75mm OD pipe) E260402 35 Supply & fixing of GI pipes with flanges duly screwed & welded including rubber washer, nuts & bolts of 8mm dia complete in all respect ISI make. E261100 ( Elec. BSR 2012 ) B class 50mm dia E261103

Key Value

Document Fees
INR 1000 /-
EMD
INR 28066.0 /-
Tender Value
INR 14.03 Lakhs /-

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