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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.6 LAccepted-Finance | 1 | Accepted-Finance ok | |
| 2 | 2₹19.4 L+₹78,462.69 (4.22%)Accepted-Finance | 2 | Accepted-Finance ok | |
| 3 | 3₹20.1 L+₹1.5 L (7.81%)Accepted-Finance | 3 | Accepted-Finance ok | |
| 4 | 4₹20.6 L+₹1.9 L (10.5%)Accepted-Finance | 4 | Accepted-Finance ok | |
| 5 | 5₹21.2 L+₹2.6 L (13.8%)Accepted-Finance | 5 | Accepted-Finance ok |
Tender Value
₹24.9 L
Closing Date
8 Jan 2022, 4:00 pmClosed
Executive Engineer
Middle Ganga Division-I, Central Water Commission, Jaltarang Bhawan, Aliganj, Lucknow -226024
Construction of Boundary Wall at Site-Turtipar under MGD-I, CWC, Lucknow
2021_CWC_666214_1
NIT-05/HQ-02/MGD-1/LKO/ 2021-22/3284-88
Open Tender
Civil Works - Others
Works
60 days
CWC Near Ubhaon Police Station Bilthara Road Balia
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer MGD-I CWC
Exempted
13 Jan 2022
1 Jan 2022
10 Jan 2022
1 Jan 2022
8 Jan 2022
1 Jan 2022
Amount
Earth work in excavtion by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. 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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) L=129.10-(41*0.23)-4*0.35-(2*3)=112.27m
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from atural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removalof form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removalof form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removalof form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angels 40x40x6 mm for diagonal braces
15 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) (Sample and brand is to be got approved from Executive Engineer before use)
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Dismantling doors, windows and clerestory windows (steel or wood)shutter including chowkhats, architrave, holdfasts etc. complete andstacking within 50 metres lead : Of area 3 sq. metres and below each
Demolishing brick work manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,sides of foundation etc. complete.
H. D. GROUPS
vishaltraders
CHITRAKOOT CONSTRUCTIONS
SHRI PRATAP SINGH
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