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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | ₹24.3 L | L1 | Accepted-AOC SINCE L1 |
| 2 | L2₹27.2 L+₹2.9 L (11.8%)Rejected-Finance 37 PUNJABI COLONY NEAR RAILWAY CROOSING ARYA SAMAJ ROAD MATHURA U P | MATHURA | MATHURA | UTTAR PRADESH | 281001 | ₹27.2 L+₹2.9 L (11.8%) | L2 | Rejected-Finance SINCE NOT L1 |
| 3 | L3₹29.0 L+₹4.7 L (19.2%)Rejected-Finance | ₹29.0 L+₹4.7 L (19.2%) | L3 | Rejected-Finance SINCE NOT L1 |
| 4 | L4₹30.9 L+₹6.5 L (26.9%)Rejected-Finance | ₹30.9 L+₹6.5 L (26.9%) | L4 | Rejected-Finance SINCE NOT L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Cheque uploaded in place of DD and not enlisted in requisite category a i Hence not recommended for opening of Cover2 |
Tender Value
₹28.2 L
EMD Value
₹56,320
Closing Date
29 Mar 2023, 6:00 pmClosed
GE DEOLALI
GE DEOLALI, 422401
CONSTRUCTION OF HUME PIPE CULVERT BRIDGE WITH APPROACH ROAD AT DFFR UNDER THE AOR OF GE DEOLALI
2023_MES_584097_1
8224/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEOLALI
CLASS D cat a i
7 documents required · 7 mandatory
₹500
Yes
GE DEOLALI
₹56,320
Yes
17 Oct 2023
3 Mar 2023
31 Mar 2023
3 Mar 2023
29 Mar 2023
17 Mar 2023
Amount
Excavation over areas not exceeding 1.5 M deep and getting out in any type of soil complete all as specified and as directed.
Excavation over areas exc 1.5m deep and not exceeding 3.0m deep and getting out in any type of soil complete all as specified and as directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and as directed.
M&L for PCC type D2 , 1:4:8 using 40 mm graded stone aggregate as in foundation and mass concrete complete all as specified and directed.
M&L for brick work with fly ash bricks old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified & direcetd.
Removing excavated surplus soil to a distance n.exc 50 m and depositing where directed at at a level not exceeding 1.5 m from the starting point complete all as specified and directed.
M&L for 900mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars including packing under, and haunching against the sides of pipes complete all as specified and directed.
M&L for rendering 15mm thick plaster in CM (1:4) on faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
M&L for PCC type B1 , 1:2:4 using 20 mm graded stone aggregate as in mass concrete complete all as specified and directed.
M&L for TMT bars 10 mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality complete all as specified and directed.
M&L for reinforced cement concrete nominal mix type B1(20 mm graded aggregate) foundations, including rafts,footings,foundation beams, plinth beams,bases for coulmns etc and all other similar works complete all as specified and directed.
M&L for Moorum/red bajri filling laid in layers not exceeding 15 cm thick spread, watering and consolidating with power roller in sub base courses over exisiting subgrade using hard moorum complete all as specified and as directed. Note :- Moorum shall be brought from outside MD land and consolidated thickness shall be measured and paid.
Rolling and consolidating formation surface in cutting with power roller exceeding 8 tonne but not exceeding 12 tonne etc., complete all as specified and directed.
Note: Amount of sch of credit of Rs.NIL/-will be deducted from total amount of BOQ.
SHYAM CONSTRUCTION
M/s. JBSR ENTERPRISES.
Ranmale Developers
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