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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC 34 RAJA ROAD DEHRADUN UTTARAKHAND 2480001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-AOC ok | |
| 2 | L2₹27.9 L+₹3,623 (0.13%)Rejected-AOC 67 PATEL NAGAR NEW MANDI MUZAFFARNAGAR INDEX NO C 630 HQ CE WC | L2 | Rejected-AOC ok | |
| 3 | L3₹28.5 L+₹58,293.50 (2.09%)Rejected-AOC 11 CIVIL LINES ROORKEE 247667 DISTT HARDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | L3 | Rejected-AOC ok | |
| 4 | L4₹29.9 L+₹2.0 L (7.28%)Rejected-AOC D 89 SHASTRI NAGAR MEERUT UTTAR PRADESH PIN 250004 | MEERUT | UTTAR PRADESH | 250004 | L4 | Rejected-AOC ok | |
| 5 | L5₹34.1 L+₹6.3 L (22.5%)Rejected-AOC NO 26 SRI GANESH 7TH CROSS BDS NAGAR DIBBUR RAMAIAH LAYOUT K NARAYANPURA MAIN ROAD BANGALORE 560 077 | BENGALURU URBAN | KARNATAKA | 560077 | L5 | Rejected-AOC ok |
Tender Value
₹41.9 L
EMD Value
₹84,000
Closing Date
5 Dec 2022, 6:00 pmClosed
CWE Dehradun
CWE Dehradun
PROVN OF HARD STANDING NEAR DSOI POLO PUMP HOUSE AND NEAR OLD MDC UNDER GE DEHRADUN
2022_MES_562851_1
9760/DDN/E8
Open Tender
Civil Works
Item Rate
180 days
Dehradun
As per tender documents
5 documents required · 5 mandatory
₹500
Yes
GE Dehradun
₹84,000
Yes
2 Feb 2023
12 Nov 2022
7 Dec 2022
12 Nov 2022
5 Dec 2022
26 Nov 2022
Amount
Excavating in post holes (or similar holes) each n. exc 0.5cu m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding, 25cm watering and removing surplus soil to a distance n exc 50m and making good surface in any type of soil complete all as specified and as directed.
M&L for Cement concrete type C-2 1:3:6 (40mm crusted stone graded aggregate) in foundations, filling and mass concrete as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed.
S&F green color PVC coated chain link fencing of galvanised steel wire 3.0 mm dia confirming to IS, 2721-1979 and PVC coating dia 1.0 to 1.5 mm , total nominal dia of chain link wire 4 to 4 .5mm, wiremesh of size 25 x 25 mm including provision of binding wire complete all as specified and as directed by the Engineer-in-Charge
S&F mild steel joist, channel, angle, or tee section, fixed, nut bolt, rails,etc required independently, without connecting plates, etc. as in fencing post conforming to Fe 410 W (gde E-250 quality B) complete all as specified and directed.
S&F mild steel flat iron for securing of chain link fencing conforming to Fe 290 Gde E-165 in post and strut in fencing including fabrication i.e. cutting tops drilling holes notching for wire welding etc. complete all as specified and directed.
S&F for mild steel Plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410 Gde E-250, Quality 'B', complete all as specified and directed.
S&F for mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240, complete all as specified and directed.
M&L Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self-tapping screws as specified, complete all as specified and directed.
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and directed.
M&L for hardcore of gauge exc 63 mm but n. exc 100 mm deposited, spread and levelled in layers n. exc 15 cm thick, watered and rolled/rammed to a true surface in broken stone or boulder complete all as specified and as directed.
M&L for 100mm thick cement concrete 1:4:8 type D2 40mm graded stone aggregate complete all as specified and directed.
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L for 80 mm thick pre-polished rubber moulded coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658- 2006 M-35 Grade with grey cement and no pigment complete all as specified and as directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in holdfast, padding to roof coping, bed block etc. and the like edge slightly rounded or chamfered including necessary use and waste of form work and demolition of existing old cement concrete (un-reinforced) not exc 15 cm thick in ground floor and paving below or above ground level complete all as specified and as directed.
M&L for preparation of new surfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed.
M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6 complete all as specified and directed.
M&L rendering 15mm thick on cement mortar 1:4 mixed with water proofing compound finished fair faces of brick/concrete surfaces even and smooth complete all as specified and as directed.
M&L for preparing surfaces plastered or un plastered new surface of walls and applying three coats of white wash on wall surface complete all as specified and as directed.
VERDHMAN ASSOCIATES
Alankar Traders
MOHAN LAL GUPTA
SRI GANESH ENTERPRISES
RAMAPATI ENGINEERING SERVICES
R K BUILDERS
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