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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-Finance | L1 | Accepted-Finance YES | |
| 2 | L2₹12.0 L+₹1.1 L (9.66%)Accepted-Finance 61 DANDA KHUDANEWALA NEAR GAS GODAM SAHASTRADHARA ROAD DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | L2 | Accepted-Finance YES | |
| 3 | L3₹12.4 L+₹1.4 L (12.9%)Accepted-Finance | L3 | Accepted-Finance YES |
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
14 Oct 2024, 3:00 pmClosed
Lt Col Amit Shankar Jha
Chief Construction Engineer (RandD) Central Defence Research and Development Organisation, Development Enclave, Rao Tula Ram Marg, Behind Army HQ Camp, Delhi Cantt 110 010
PROVISION OF CALIBRATION LAB BUILDING AND AREA DEVELOPMENT IN 32 BIHGA AT SASE MANALI UNDER PROJECT ANSHANKAN
2024_DRDO_828092_1
CCE(RandD)C/SITE MANALI/NIT/2024-25
Open Tender
Civil Works
Item Rate
180 days
MANALI
Only DCWandE Enlisted bidders can apply bid.
6 documents required · 6 mandatory
₹0
₹22,000
22 Oct 2024
26 Sept 2024
15 Oct 2024
27 Sept 2024
14 Oct 2024
27 Sept 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (a) All kinds of soil.
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 and for all lift.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (a) All kinds of soil.
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 and for all lift.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 Cement : 4 coarse sand (zone-Illl) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for (a) Edges of slabs and breaks in floors and walls. (i) Under 20 cm wide
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (a) 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1:2:4 (1 cement : 2 coarse sand
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (a) All kinds of soil.
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 and for all lift.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:4:8 (1 Cement : 4 coarse sand (zone-Illl) derived from natural sources : 8 graded stone aggregate 40 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: (a) Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 1:2:4 (1 cement : 2 coarse sand.
MV Cables Supply, laying and commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor under ground cable, in built up cable trench/ already laid RCC hume pipe or on cable tray with all installation materials. When the cable is to be laid in ground, the same shall be laid at a depth of 750mm below ground level including excavation in any type of soil including SDR & Hard rock and refilling of earth after cables are laid, providing protection with sand and bricks at sides and top and cable route markers at every 15mtr. interval and also at the turnings. The cable shall conform to IS 7098/ Part I. and laying of cables as per IS:1255. (Rate for Excavation, Sand cushioning, Backfilling, laying and brick protection will be paid extra) (a) 3.5C X 25Sq.mm.
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. (a) Upto 35 sq. mm.
NOTE :- DSR RATES WILL BE ALLOWED FOR ITEMS THAT ARE NOT COVERED IN BOQ AND SAME IS REQUIRED TO BE INCORPORATED IN THE WORK AS PER SITE CONDITIONS AS DIRECTED BY ENGINEER-IN-CHARGE.
M/s New Weather
JOGINDER NATH GUPTA & SONS
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