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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -31.11% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹2.8 L (1.61%)Admitted-Finance | -30.00% | ₹1.8 Cr+₹2.8 L (1.61%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹25.2 L (14.5%)Admitted-Finance | -21.11% | ₹2.0 Cr+₹25.2 L (14.5%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
27 Mar 2026, 4:00 pmClosed
Executive Engineer RNB Division Awantipora
Executive Engineer RNB Division Awantipora
Construction of lift shafts at Transit Accommodation for Kashmiri Migrant Employees at Lethpora-II Pulwama.
2026_PWDJK_305239_1
196/EEA/RnB/2025-26/10918-28 Dated 04/03-2026
Open Tender
Civil Works
Percentage
90 days
awantipora
as per NIT and SBD
17 documents required · 17 mandatory
₹5,500
Executive Engineer RNB Division Awantipora
₹6.0 L
Superintending engineer pwd rnb circle pul-spn
25 May 2026
5 Mar 2026
28 Mar 2026
5 Mar 2026
27 Mar 2026
5 Mar 2026
7 Mar 2026
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C work manually/by mechanical means including stacking of steelbars and disposal of unservicable material withen 50mtr lead as per directions of EIC
Extra for cutting reinforcement bars manually/by mechnical means in RCC or RB work (Payment shall be made on the x-sectional area of RCC or RB work as per directions of EIC.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead.
Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of :G.S. Sheet
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : Of area beyond 3 sqm.
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soils
Providing & Laying of stone soling (dully hand packed) including watering dressing and ramming with all carriages loading un-loading and stacking etc complete
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level
Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
Brick work with FPS bricks of class designation 75 in super structure above plinth level upto floor V Level (in cement mortar 1:6 (1 cement, 6 coarse sand)
12mm Cement Plaster of mix 1:4(1 cement:4 coarse sand)
Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all complete (TMT bars of grade Fe-500D or more.)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Centring and shuttering incld. Strutting, proping etc & removal of form work for Founadtions, footings, bases of columns for mass concrete
Centring and shuttering incld. Strutting, proping etc & removal of form work for walls(any thickness) incld. Attchd plasters, buttresses, plinth and string cousres etc
Centring and shuttering incld. Strutting, proping etc & removal of form work for lintls, beams, plinth beams, girders bressumers & cantilivers.
Centring and shuttering incld. Strutting, proping etc & removal of form work for colums, pillars, piers, abts, posts and strats
Centring and shuttering incld. Strutting, proping etc & removal of form work for suspended floors, roofs, landings, balconies & access plateform.
Rebaring by using various diameter 12mm to 25mm. Dia, hilti make chemical (Re-500) max.depth 300 mm
For 20 mm dia depth 200 mm (25 mm dia Hole)
For 16 mm dia depth 200 mm (20 mm dia Hole)
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
Providing and fixing colour coated Hi-rib profile sheet roofing of approved brand & manufacture, 0.50 mm (+/- 5% total coated thickness)(TCT) zinc coating 120gm/Sqm as per IS: 277 in 240 MPA steel grade-7microns epoxy primer on both sides of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 0.25 microns to avoid scratches while transportation. The sheet shall be fixed using self drilling/ Self tapping screws of size 5.5x5.5 mm with EPDM seal complete upto any pitch in horizontal/ vertical or curved surface, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required And cost of galvanized coloured iron sheets for ridges, hips and valleys complete including carriage of all materials involved.
Setting right of Chowkats & Shutters i/c refixing in place with necessary fittings complete by way of engagement of carpenters
Painting with ready mixed Synthetic enemal paint or approved brand & manufacture in all shades to give an even shade NEW work (Two or more coats)
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Carriage of materails By Mech.Transport, from source to site of work
Stone agg. for an avg lead of 10 km
Sand from for an avg lead of 10 km
Bricks from for an avg lead of 25 km
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