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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC | ₹1.3 Cr | 1 | Accepted-AOC L1 Qualified |
| 2 | 2₹1.4 Cr+₹11.9 L (9.48%)Rejected-Finance CHAMAN VIHAR PHASE 2 LANE 03 H N 7 ITBP ROAD NIRANJANPUR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.4 Cr+₹11.9 L (9.48%) | 2 | Rejected-Finance 2nd Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical NANDNI VIHAR ADHOIWALA DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | devendra prakash contractors L2 | Ms Indian Construction Company L1 |
|---|---|---|---|---|---|
| 1.00Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS : 8329/2000 D.I. Pipe S&S K-7 | |||||
| 1.01 | 150mm | 120 | Mtr. | 2,170 ₹2,60,400 Lowest | 2,170 ₹2,60,400 Lowest |
| 1.02 | Providing and laying D.I specials of class K-12 | 3.85 | Qtl. | 18,000 ₹69,300 Lowest | 18,030 ₹69,415.5 |
| 2.00Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with specials in trenched (Including cost of jointing material like white lead,hemp and oil etc) testing of pipe (medium quality) including cutting and threading etc. complete. | |||||
| 2.01 | 100mm | 34 | Mtr. | 1,300 ₹44,200 Lowest | 1,306 ₹44,404 |
| 2.02 | 80mm | 705 | Mtr. | 930 ₹6,55,650 Lowest | 931 ₹6,56,355 |
| 2.03 | 25 mm | 112 | Mtr. | 300 ₹33,600 Lowest | 309 ₹34,608 |
| 3.00Supply, carting and fixing in position of following CI D/F sluice / Gate valve for flow regulation & scouring including cost of valve specials, labour & T&Pcomplete. | |||||
| 3.01 | 150mm | 2 | Nos. | 20,000 ₹40,000 Lowest | 20,047 ₹40,094 |
| 3.02 | 100mm | 2 | Nos. | 13,000 ₹26,000 Lowest | 13,290 ₹26,580 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
9 May 2025, 5:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer Construction Circle Uttarakhand Peyjal Nigam Haridwar
Water Supply Scheme for Awaseya pariyojna at Jhabarpur Roorkee
2025_MDPEY_82948_1
603/Nivida/03 dated 17.04.2025
Open Tender
Composite Works
Item Rate
240 days
Jhabarpur Roorkee
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer Construction Division UKPJN
₹2.7 L
Haridwar
8 Oct 2025
21 Apr 2025
14 May 2025
21 Apr 2025
9 May 2025
28 Apr 2025
26 Apr 2025
Amount
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS : 8329/2000 D.I. Pipe S&S K-7
Providing and laying D.I specials of class K-12
Providing, Supply and Carting, laying jointing fixing and testing of G.I. screwed pipe with specials in trenched (Including cost of jointing material like white lead,hemp and oil etc) testing of pipe (medium quality) including cutting and threading etc. complete.
Supply, carting and fixing in position of following CI D/F sluice / Gate valve for flow regulation & scouring including cost of valve specials, labour & T&Pcomplete.
Air valve 25mm dia
Dismantling of following type of road surfaces for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
Cement concrete road
Excavation of pipe line in soil mixed with course sand, shingle, kankar, including refilling of trenches after laying of pipe line including watering ramming etc.
Reinstatement of following type of road surfaces after laying of pipe line including supply of all material ,labour,T&P etc complete.
Cement concrete road in 1:2:4
Construction of following chambers
(i) Sluice valve/ wheel valve chamber(90X90X100)
Sluice valve/ wheel valve chamber (600mmX600mm X 75mm)
Providing, Supply and Carting, laying jointing fixing and testing of G.I. heavy duty flange pipe with specials in trenched (Including cst of jointing material like white iead,hemp and oil etc) testing of pipe (medium quqlity) including cutting and trreading etc. complete.
80 mm G.I Hevy class
Supply of all materials, T&P etc.and construct an RCC over head tank of following size with RCC staircase & 1 m wide balcony, G.I. pipes railing consisting of 3 rows of 20 mm dia. G.I. pipe and angle iron posts around balcony & at the dome periphery, M.S. ladder from balcony to top of tank and inside the tank, supply and fixing M.H. cover with locking device, 1.2m dia ventilator, lightening conductor, water level indicator, supply and fixing of pipes, CI D/F pines, supply and fixing M.S. clamps with RCC column 40mm PCC 1:2:4 over 80 mm PCC 1:4:8 in apron, 150 mm semicircular drain around the tank, escape channel of 20 m length, box type enclosure at the entrance of the staircase having locking arrangements, two coats of apex paint and testing of tank for water tightness and also excluding cost of supply and fixing of all necessary pipes and valves etc. all complete with inlet, outlet, overflow and washout pipes with bypass arrangement and necessary fittings and specials and testing of bearing capacity.
18 mtr. Staging (200 KL. )
Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)
Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo- Mechanically Treated bars all complete.
Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape.
Foundation raft & tie beams
Columns
Beams
Edges of slabs and breaks in floors and walls under 20cm wide
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
In foundation up to plinth
in superstructure
40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar
Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works.
Door Chaukhat / section window
Earth filling into plinth including it's excavation.
Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.
Provide 5mm thick glass strips on flooring 20mm deep.
Provide 15mm thick plaster in 1:4 cement and sand mortar.
Provide weather coat painting (two or more coats) to give an even shade.
Painting on doors and windows (two or more coats) over and including one priming coat.
Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the
surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
12 mm cement plaster 1:4 (1 cement : 4 fine sand) 100
Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).
S/Filling brick ballast 90 mm to 40 mm size
12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap
Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work
15 mm dia nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
Supply and fixing of PVC pipes for waste water and sewer pipes.
75 mm diameter
110 mm diameter
E& M work:- Transportation of Rig Machine, Air Compressor, O P Unit and camp equipages, connected T&P and necessary material required for drilling up to site of work, including loading, unloading etc. complete.
Errection and leveling of ring machine and barricading at site of work `
Dismantling of ring machine and clearance of site after satisfactory completion of work
Drilling of borehole by Dual rotary/ DR/ DC-RC/Percussion Rig machine.
Drilling of 600 mm dia borehole.
Preparing & lowering of tube well assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required.
Supply and lowering of 300 mm dia MSERW plain pipe 7.9 mm thick as per IS code 4270
Supply and lowering of 300 mm dia MSERW slotted pipe, 7.9 mm thick as per IS code 4270
300 mm dia bail plug
300 mm dia MS tube-well cap
Supply of 300 mm dia M.S.D.I. housing clamp Complete with two nos 200 mm size MS channel having 3 mtr. length
Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well.
Development of TW by 350 PSI/1400 CFM Air compressor as below including Erection of compressor at site of work.
Running of compressor for development and testing of tube well.
Development of TW by suitable size of OP Unit as below including Erection of OP Unit and camp equipage at site of work.
Before development of the tubewell by OP unit make a chamber of 1x1x1 mtr around the tubewell below ground.
Lowering of suitable size submersible pump motor set with column pipe and running of D.G. Set, running of OP Unit for development and yield test of tube well.
Geological survey of site
Chemical & bacteriological testing of water sample
Supply of submersible pump capable of delivering 500 Lpm discharge at 57 mt. head with 15 HP electric motor to be operated on 415 volt (+\- 10% ), 3 phase,50 C\s AC supply with 5 Mtr. submersible cable ( 01 no. as spare).
Supply of 63 amp. 4 pole MCCB.
Supply of submersible cable 1x3x10 sq.mm .
Supply of aluminum armored cable 35 sq.mm 3.5 core .
SUPPLY OF MAIN PIPING AND VALVE OF 100 mm DIA HAVING FOLLOWING ITEM .
C class M S column pipe (confirming IS: 4270 or latest IS code) in 3 mt. length with interlocking arrangement (flanged/socketed) .
CI D\F PN-1.0 Sluice Valve with hand wheel .
CI D\F PN-1.0 Reflux Valve .
MS D\F pipe of 1.5 Mt. length- 2 Nos, MS D/F pipe of 1.0 Mt. length-1 No., Ventury - 1 No, Tee-1 No, CI D\F bend-2 Nos, TW Cap-1 No., Packing & nut bolt etc. - 1 Lot.
Supply of 100 mm dia M.S.D.I. clamp set .
S/o Jointing material for wiring connection including lugs, thimble, insulation tapes etc.
Supply of Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm.
Supply of dozing pump with all necessary connecting accessaries complete.
Liquid sodium hypo chloride .
Testing of pumping plants at manufacturer's of works .
Earthing with G.I Earth plate of 600mmx600mmx 6mm size including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required.
Supply of necessary tools and spanners .
Supply of 3 ton capacity and 4.5 mt. lift chain pulley block .
Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick .
Instalation of pumping plant
Painting of Pumping Plant
SITC of three phase rolling contact servo voltage stabilizer 40 KVA capacity with input voltage range 300 to 480 with constant output of 415+/-1% complete in all respect ONAN Type.
Earthing with G.I Earth plate of 600mmx600mmx 6mm size including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required.
Testing of Servo at manufacturer's works .
Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
Wiring for circuit/sub main along with earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
2x2.5 sq. mm + 1x2.5 sq. mm earth wire
2x4 sq. mm + 1x4 sq. mm earth wire
Supply and fixing of metal box of 180 rnmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/RCCB/Isolator)
6 Way double door ,
Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of 20 W LED tube light complete in all respect (Bajaj/Philips OR Equivalent make)
Supply in fixing of LED external lighting luminaries with mounting bracket etc. complete.
O & M of pumping plant for six month
devendra prakash contractors (BID ID -379591)
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