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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-Finance | ₹15.1 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹16.3 L+₹1.2 L (8.14%)Accepted-Finance | ₹16.3 L+₹1.2 L (8.14%) | L2 | Accepted-Finance Responsive |
| 3 | L3₹16.9 L+₹1.9 L (12.5%)Accepted-Finance | ₹16.9 L+₹1.9 L (12.5%) | L3 | Accepted-Finance Responsive |
| 4 | L4₹17.6 L+₹2.6 L (17.0%)Accepted-Finance | ₹17.6 L+₹2.6 L (17.0%) | L4 | Accepted-Finance Responsive |
| 5 | L5₹19.1 L+₹4.0 L (26.9%)Accepted-Finance | ₹19.1 L+₹4.0 L (26.9%) | L5 | Accepted-Finance Responsive |
Tender Value
₹17.9 L
Closing Date
8 Sept 2021, 4:00 pmClosed
Er Zulfiqar Ali
Executive Engineer Jal Shakti (PHE) Division Qazigund
Construction of balance work of Impounding Reservoir at Heeward by way of providing connection , construction of Sluice chamber and construction of Chain link fencing around IR at Heeward for WSS Heeward (under UT Capex)
2021_PHE_137146_1
35/EE/JSD/Qazigund/2021-22
Open Tender
Civil Works - Water Works
Item Rate
60 days
Heeward Kapran
Please refer NIT
2 documents required · 2 mandatory
₹800
MH 0215
Exempted
14 Sept 2021
31 Aug 2021
9 Sept 2021
31 Aug 2021
8 Sept 2021
31 Aug 2021
Amount
Earth work in excavation by manual means 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: All kinds of soil
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil:-
All kinds of soil.
Ordinary rock
Providing and laying of dry stone solling hand packed
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 specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases for columns
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls ( Under 20 cm wide)
12mm Cement plaster of mix 1 : 6 ( 1 cement : 6 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete .Welded .
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 including fitting Viz.. Tee, bends and other allied accesseries and carriage from source upto road site by mechanical Transports complete job :-
150 mm Dia DI Pipe
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.
Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work:-
80mm Dia GI pipe
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):-
150 mm dia sluice valves
80 mm dia sluice valves
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):-
80 mm dia Gate valves
Provision for cost of pipe specials, if not supplied by Deptt. (to be paid as per actual detail/ Voucher dully verified by AEE concerned)
Carriage of material from sourse upto Dumping site at road by mechnical transport including loading, unloading and stacking complete :-
Cement & Steel for avg. lead of 25KM
Sand Avg lead 55 KM
20 mm stone Aggregate for avg. lead of 40KM
40 mm stone Aggregate for avg. lead of 40KM
Stone solling for avg. lead of 10 KM
150 mm dia DI Pipe Avg. lead 25 Km
80 mm dia GI Pipe Avg. lead 25 Km
Carriage of material from Dumping site to actual site of work by manual labours for an avarage lead of 1000 mtrs:-
Sement
Sand &20mm Aggregate
40mm aggregate
Stone solling.
150 mm dia DI Pipe
80 mm dia GI Pipe
alpine infra and constructions
M/S MOHD RAMZAN BEIGH
MR REYAZ AHMAD MALIK
AAMIR MOHI UD DIN KHAN
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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