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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.3 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹54.3 L+₹94,806.80 (1.78%)Rejected-Finance | L2 | Rejected-Finance Highest Rate Quoted by bidder | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
Tender Value
₹60.3 L
EMD Value
₹1.2 L
Closing Date
11 Mar 2020, 5:00 pmClosed
Project Manager
Project Manager, Construction Unit, UKPJN Dehradun
ADDITIONAL WORKS OF EMBRYO TRANSPLANT TRANSFER TECHNOLOGY LABORATORY AT U.LD.B. KALSI , DISTT- DEHRADUN
2020_MDPEY_22856_1
351/Nivida Suchna/14 dated 24/02/2020
Open Tender
Civil Works
Item Rate
90 days
Kalsi
Please refer tender document
3 documents required · 3 mandatory
₹4,720
Project Manager, Construction Unit, UKPJN Dehradun
₹1.2 L
16 Sept 2021
25 Feb 2020
16 Mar 2020
26 Feb 2020
11 Mar 2020
27 Feb 2020
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
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.
Construction of embankment with approved material obtained from borrow pits cu.m (including cost of compensation for earth taken from private land) with a lift upto 1.5 m and lead 10 Km transporting to site, spreading, grading to required slope and compacting it.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 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 etc. up to floor five level, excluding cost of centering, shutteri
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
Centering and shuttering including strutting, propping etc. and removal ofform for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal ofform for : Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal ofform for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
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)
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 1:6 (1 cement : 6 coarse sand)
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,
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Supply and fixing of wall mounted sub pannel board with 1 no incommer of 63 amp FPMCCB (25 KA) & outgoing of 4 nos 2 to 32 amp DP MCB (25 KA) MCB with suitable busbar, change over switch ammeter, voltmeter indicating lamps etc complete in all respect.
Supply and fixing of main switch 63 amp.
Supply and laying of following size PVC shealthed LX XLPE armoured aluminimum 1.1 kv grade as required as following 4 c x 16 sq.mm cable
Supply and laying of following size PVC shealthed LX XLPE armoured aluminimum 1.1 kv grade as required as following 4 c x 6 sq.mm cable
Supply and fixing of 10 KVA online UPS.
Supply and fixing of 50 KVA D.G set (cummins) with AMF pannel with foundation.
Testing of D.G set at plant.
Supply and fixing of servo stabilizer 50 KVA capacity complete.
Supply and fixing of 6 mtr long steel tubular pole with 45 watt LED light fitted on bracket including making foundation, painting of pole making connections complete in all respect.
Sunil Kumar Bhatt
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