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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.3 LAccepted-AOC GALI NO 5 6 H NO 6 275 JHARODA MAARA EXTN PART III BURARI NEW DELHI 110084 | NEW DELHI | CENTRAL DELHI | DELHI | 110084 | 1 | Accepted-AOC L1 | |
| 2 | 2₹35.2 L+₹1.9 L (5.57%)Rejected-Finance C O BIPIN KUMAR VILL SATNAPUR POST BAHADURGANJ DISTT GHAZIPUR UP 275201 | BAHADURGANJ | GHAZIPUR | UTTAR PRADESH | 275201 | 2 | Rejected-Finance Not L1 | |
| 3 | 3₹35.3 L+₹2.0 L (6.09%)Rejected-Finance | 3 | Rejected-Finance Not L1 | |
| 4 | 4₹38.2 L+₹4.9 L (14.6%)Rejected-Finance 09 NEHRU ROAD SADAR BAZAR LUCKNOW 226002 | LUCKNOW | UTTAR PRADESH | 226002 | 4 | Rejected-Finance Not L1 | |
| 5 | 5₹39.3 L+₹6.0 L (17.9%)Rejected-Finance | 5 | Rejected-Finance Not L1 |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
27 Sept 2022, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, Lucknow Cantt, Lucknow-226002
PROVN OF HARDSTANDING FOR DRILL PRACTICE BY RECTS AND NCOS AT NO 2 MT BN AMC CANDC UNDER GE EAST LUCKNOW
2022_MES_549281_1
CWE/LKO/E/T-61 OF 2022-23
Open Tender
Civil Works
Item Rate
180 days
Lucknow
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE East lucknow
₹77,600
Yes
21 Oct 2022
1 Sept 2022
29 Sept 2022
1 Sept 2022
27 Sept 2022
15 Sept 2022
1 Sept 2022 - 15 Sept 2022
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out n soft /loose soil complete all as specified and as directed.
Rolling consolidation formation surface in cutting using power roller of capacity exceeding 8 tonne not exceeding 12 tonne complete all as specified and as directed.
M & L for soling (or sub base) 150mm (Spread thickness) with broken boulder or quarried stone, interstices filled surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
M & L for water bound macdam (WBM) 150 thick (compacted thickness) in 2 layers each layer 75mm thick with coarse aggregate of granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3(50 to 20mm size), spread rolled and consolidated using 8 to 10 tonne capacity vibrator roller to required gradient and camber all as specified and as directed.
M & l for preparing surfaces of WBM by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.
M & L for applying evenly a priming/tack coat with bitumenous primer at 10Kg/10 Sq M over WBM surface complete all as specified and as directed.
M & L for premix bituminous macadam laid / rolled and compacted to reqired gradient and camber (consolidated thickness 75mm or less) by using paving bitumen VG 30 @4% by weight of total mix, using 8 to 12 tonne power roller ,complete all as specified and as directed.
M & L for applying evenly a priming/tack coat with bitumenous primer at 5Kg/10 Sq M over BM surface complete all as specified and as directed.
M & L for Bituminous premix Semi dense asphaltic concrete 40mm consolidated thickness with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient complete
M & L for continuous brick edging with fly ash bricks with width equal to the width of the brick; laid dry on end vertically complete all as specified and directed.
M & L for laying 2.5mm thick hot applied thermo plastic road marking painting uniform thickness with glass beads as per clause No 803 of MOST specification including cleaning of road surface heating of material within specified temperature limit for marking with necessary arrangement complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil for foundation etc complete all as specified and directed by Engr-in-Charge.
Removing excavated material n exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point.
M&L Hard core of Broken stone Boulders of gauge n.exc 63mm deposited spread & levelled in layers n exc 15cm watered and rammed to a true surface thickness all as directed
M & L for PPC tiles coloured rubber moulded Paver block any shape and size conforming to IS 15658-2006 of 60mm thickness,M-35 grade in set jointed and pointed with grey cement slurry and pigment to match the floor approved design /colour set and bedded over and including 25mm thick coarse sand laid over compacted sub soil all as specified and directed.
M & L for PCC 1:4:8 typeD-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete as sub base of floor complete all as specified and as directed.
M & L brick work with fly ash bricks, straight or curved on plan exc 6M mean radius, old size brick built in cement mortar 1:6 complete all as specified and as directed.
M&L for cement concrete type B-1 1:2:4 as in cills, steps; eismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed.
M/s Bipin Construction
M/S SWATI CONSTRUCTION
Yadav Builders
M/s Ram Singh Agarwal
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