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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L-1 | Accepted-AOC L-1 Bidder. |
| 2 | L-2₹2.8 Cr+₹11.0 L (4.08%)Rejected-Finance | ₹2.8 Cr+₹11.0 L (4.08%) | L-2 | Rejected-Finance Not Validated. (Other than L-1) |
| 3 | L-3₹2.8 Cr+₹13.8 L (5.11%)Rejected-Finance | ₹2.8 Cr+₹13.8 L (5.11%) | L-3 | Rejected-Finance Not Validated. (Other than L-1) |
| 4 | L-4₹3.1 Cr+₹41.7 L (15.5%)Rejected-Finance | ₹3.1 Cr+₹41.7 L (15.5%) | L-4 | Rejected-Finance Not Validated. (Other than L-1) |
| 5 | L-5₹3.1 Cr+₹45.6 L (17.0%)Rejected-Finance | ₹3.1 Cr+₹45.6 L (17.0%) | L-5 | Rejected-Finance Not Validated. (Other than L-1) |
Tender Value
₹3.5 Cr
EMD Value
₹4.3 L
Closing Date
22 Feb 2022, 6:00 pmClosed
HQ CE SILIGURI ZONE
HQ CE SILIGURI ZONE, MES, PO SALUGARA, DIST JALPAIGURI 734 008 WEST BENGAL
URGENT CONSTRUCTION OF AREA DRAIN AND RCC RETAINING WALL AT ALG TAWANG UNDER GE TAWANG
2022_MES_503783_1
CA No CESZ/TAWANG/25 OF 21-22
Open Tender
Civil Works
Item Rate
270 days
TAWANG
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
GE TAWANG
₹4.3 L
Yes
1 Apr 2022
25 Jan 2022
24 Feb 2022
25 Jan 2022
22 Feb 2022
15 Feb 2022
31 Jan 2022 - 5 Feb 2022
Amount
Excavation over area not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and as directed.
Excavation over area exceeding 1.5m but not exceeding 3.00 m deep and getting out in hard /dense soil complete all as specified and directed.
Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10Sqm on plan and not exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and directed.
M & L for cement concrete in foundation, filling and mass concrete in type C2 (1:3:6) (using 40mm graded stone aggregate) complete all as specified and directed.
S & F TMT bars 10mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.90mm dia or securing with clips quality conforming complete all as specified and directed.
S & F of TMT bars 6 to 8 mm dia cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.90mm dia or securing with clips quality conforming complete all as specified and directed.
M & L for RCC M-25 (design mix) (using 20 mm graded crushed stone aggregate) as in foundations, including rafts, footing, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed.
M & L for RCC M-25 (design mix) (using 20 mm graded crushed stone aggregate) as in wall, retaining walls, basement walls, ballast walls and the like; any thickness above top of footings including attached pilasters and buttresses complete all as specified and directed.
M & L for fair finished surfaces formwork to side of concrete foundations, footings, bases of columns, raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed.
M & L for fair finished surfaces formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical or to batter complete all as specified and directed.
M & L for rough finished surfaces formwork to sides of concrete foundation, footings, bases of columns, rafts beams, sides and soffits (If any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed.
M & L for rough finished surfaces formwork to face of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses; vertical or to batter complete all as specified and directed.
S & F PVC (SWR) pipes single socketed in any length of 75mm bore with rubber ring joints, laid in trenches or in floor complete all as specified and directed. (Make :- Kisan Mouldings Limited, Supreme, Prince.)
S&F PVC (SWR) 110 mm pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed. (Make :- Kisan Mouldings Limited, Supreme, Prince.)
M&L for hardcore of broken stone / boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified and directed.
M & L for Walling of RR masonry uncoursed well bonded, bedded and solidity hearted, built in CM (1:6) complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm on Lime or sand stone complete all as specified and as directed.
M & L for hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level with broken stone/boulders complete all as specified and directed.
M&L for RCC type B1(1:2:4)(using 20 mm graded crushed stone aggregates) as in lintels upto 1.5m clear span, cills mud stop/roof kerb steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
M&L for RCC type C1(1:3:6) (using 20 mm graded crushed stone aggregates) as in lintels upto 1.5m clear span, cills mud stop/roof kerb steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
M & L Raised pointing to random or polygonal rubble, uncoursed or brought upto courses with Cement Mortar (1:4) complete all as specified and as directed.
Returning, filling in, including spreading, levelling watering and well ramming in layers not exceeding 25 cm in hard / dense soil complete all as specified and directed.
Removing excavated soil to a distance exceeding 50m but not exceeding 100m & depositing where directed at a level not exceedng 1.5 m above the starting point complete all as specified and as directed.
Removing excavated materials (soil) to a distance exceeding 50 m and not exceeding 250 mtr depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and as directed.
Demolition of plain cement concrete in ground floor and paving including removing the rubbish off the premises complete all as specified and directed.
M/S TSERING DHONDUP
M/S. S.T. ENTERPRISES
M/S TSEWANG ENTERPRISES
SHAMBHALA TRADERS
arpana trading and constructions
M/S RINCHIN DORJEE CONSTRUCTION
AVINASH ENTERPRISES
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