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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Not Admitted-Fee/PreQual/Technical GRAM POST KAPKOT DISTRICT BAGESHWAR UTTARAKHAND | BAGESHWAR | UTTARAKHAND | 263619 | Not Admitted-Fee/PreQual/Technical Others-Offline not submitted |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Offline bid not submitted |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-Offline bid not submitted |
Tender Value
Refer Docs
EMD Value
₹99,500
Closing Date
26 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer, C.D. UPJN, Ramnagar
Jassa Ganja Water Supply Scheme
2026_MDPEY_93114_1
235 / VIVIDH-14 / 18 Dated 10-03-2026
Open Tender
Pipe Laying Works
Item Rate
180 days
Ramnagar
Please refer tender documents
3 documents required · 3 mandatory
₹4,130
Executive Engineer, C.D. UPJN, Ramnagar
₹99,500
Ramnagar
28 Mar 2026
13 Mar 2026
28 Mar 2026
14 Mar 2026
26 Mar 2026
17 Mar 2026
16 Mar 2026
SUPPLY & DISTRIBUTION SYSTEM
Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. pipe as per IS: 1239/ 1985 Part-I
15mm dia
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
65mm dia
80mm dia
100mm dia
Excavation of pipe line trench in following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m from trenches including supply of labour, T&P etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and 15% will be in ordinary rock.
Soil mixed with shingle Boulders
Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete.
Wheel valves (Class-I) as per IS: 788/1997
25mm dia
32mm dia
40mm dia
50mm dia
Dismantling and Relaying of screwed and socketed G.I pipies, specials and fittings including taking out dismantled of G.I pipes and specials from trenches and staking them within 50m but excluding the cost of earth work.
Dismantling for 15mm dia
Relaying for 15mm dia
Dismantling for 20mm dia
Relaying for 20mm dia
Dismantling for 25mm dia
Relaying for 25mm dia
Dismantling for 32mm dia
Relaying for 32mm dia
Dismantling for 40mm dia
Relaying for 40mm dia
Dismantling for 50mm dia
Relaying for 50mm dia
Head fitter (for 12 Months)
Valve Operator Part Time / Billing Person (for 12 Months)
Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete.
Supply of all materials, labours, T&P. etc.and construct Gate valve chamber as per type design complete. Gate valve chamber 0.6*0.6*0.75
REPAIR OF PUMP HOUSE
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone 12.5mm nominal size.
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position sal wood.
Providing and fixing ISI marked oxidised M.S. tower bolt black finish.
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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 twoweeks for curing and for final test.
12mm thick cement plaster of mix 1:6 (1 cement : 6 fine sand)
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked black enamelled M.S butt hinges with necessary screws excluding panelling which will be paid for separately.35 mm thick shutters
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including black enamelled ISI marked MS butt hinges with necessary screws.35 mm thick
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with dash fastener or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. (Rolled Steel Joist 200mm×100mm size)
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
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
Treatment of soil under Proposed existing floors using chemical emulsion @ one liter per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement (1 cement : 2 Coarse sand) to match the existing floor :mortar 1 :2
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
REPAIR OF OHT
Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge.
Injection impregnation treatment: - Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. Epoxy injection grout in concrete/RCC work of approved make
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineerin- Charge. complete waterproofing.
Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. 50 mm average thickness in 3 layers.
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