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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC MAHALAXMI ENCLAVE OPPOSITE SLP COLLEGE MORAR GWALIOR MP | GWALIOR | GWALIOR | MADHYA PRADESH | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹38.5 L+₹3.5 L (10.0%)Rejected-Finance OFFICE 4 9 SWARG ASHRAM NANAK RAM COLONY PARMANAND CHOWK DELHI 110009 | DELHI | DELHI | DELHI | 110009 | L2 | Rejected-Finance Other than L1 Bidder | |
| 3 | L3₹38.8 L+₹3.8 L (10.9%)Rejected-Finance | L3 | Rejected-Finance Other than L1 Bidder | |
| 4 | L4₹39.4 L+₹4.5 L (12.8%)Rejected-Finance | L4 | Rejected-Finance Other than L1 Bidder | |
| 5 | L5₹39.9 L+₹4.9 L (14.1%)Rejected-Finance | L5 | Rejected-Finance Other than L1 Bidder |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
9 Mar 2022, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Morar Cantt Gwalior
8741/GWL/E8 PROVN OF SEWAGE LINE, SEPTIC TANKS AND SOAK WELL AND PROVN OF INTERLOCKING TILE IN FRONT OF BLDG NO P-26 IN THE AREA OF AGE B/R-I UNDER GE GWALIOR
2022_MES_508438_1
8741/GWL/E8
Open Tender
Civil Works - Water Works
Works
180 days
Garrison Engineer Gwalior
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹94,000
Yes
8 Apr 2022
16 Feb 2022
12 Mar 2022
16 Feb 2022
9 Mar 2022
2 Mar 2022
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
M&L for Concrete bed to drain pipes for 150 mm internal dia including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) complete all as specified and directed.
M&L for Reinforced concrete pipes 150 mm bore of dia, class NP3, laid and jointed complete with collars complete all as specified and directed.
M&L for Concrete bed to drain pipes for 200 mm internal dia including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) complete all as specified and directed.
M&L for Reinforced concrete pipes 200 mm bore of dia, class NP3, laid and jointed complete with collars complete all as specified and directed.
M&L for Cement concrete type C-2 1:3:6 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
M&L for brick work with sub class 'B' bricks (old size) straight or curved on plan, exc. 6m mean radius built in cement mortar 1:6 as in manholes, septic tanks, soakage pits, drain etc and in any position complete all as specified and directed.
M&L for 15 mm thick rendering on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing in cement plaster 1:4, finished even & smooth without using extra cement or lime and mixed with liquid water proofing compound as per manufacture instruction complete all as specified and as directed. Note:- Liquid water proofing compound to be measured and paid seperately
Supply only Liquid water proofing compound complete all as specified and as directed.
M&L for providing cement concrete type B 1 1:2:4 (using 20 mm graded stone aggregate ) as in copings, kerbs, benching and the like, including weathering slightly rounded of chamfered angles and throathing complete all as specified and as directed.
M&L for providing precast cement concrete type B 1 1:2:4 (using 20 mm graded stone aggregate ) as in landing, cover slab(for an holes etc.) chullah hoods, chajja, water thoughts, and similar articles with plain faces including set in cement mortar 1: 4 complete all as specified and as directed.
M&L for Mild TMT steel 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 (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for Mild TMT steel bars 6mm to 8mm, 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 (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Returning, filling in ,including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in any type of soil complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.
Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto complete all as specified and directed.
M&L for construction of septic tank including excavation, in any type of soil, foundation in PCC 1:2:4 type B-2, brick work in cement mortar 1:4, RCC Nominal Mix type B-1 1:2:4 (using 20 mm graded stone aggregate) with and including reinforcement work, slab cover including RCC precast cover slab having 6 mm plate embedded all around with angle iron frame, vent pipe shaft and sludge chamber etc complete for 100 users complete all as specified and shown in dwawing No. CEBZ/TD/76/2011 Sht No 1/2 to 2/2 .
M&L for construction of soakage well including excavation, in any type of soil, foundation in PCC 1:3:6, wells of honey combed brick work in CM 1:4 and solid in RCC Nominal Mix type B-1 1:2:4 (using 20 mm graded stone aggregate) with and including reinforcement work including intercepting chamber, screen chamber brick work in CM 1:4, RCC cover slab in nominal mix type B-1 1:2:4 , filling with brick bats, complete of size 3 m in dia and 4.50 m in deep (effective depth) all as specified and shown in dwawing No. CEBZ/TD/78/2011 Sht No 1/2 to 2/2 .
Excavating over areas, n exc 1.5 m deep and getting out in any type of soil complete all as specified and directed.
Hardcore of broken stone or boulders of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M & L for Cement concrete in foundations, filling and mass concrete etc type D-2 1:4:8 (using 40mm graded stone aggregate) complete all as specified and directed.
Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M & L for machine pressed precast concrete interlocking paver block glossy finish with gray cement no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed.
M & L for cement concrete for edging, type B-0 1:2:4 (using 12.50mm graded stone aggregate) complete all as specified and directed.
M/s Himgiri construction
GURU KIRTH BUILDERS
M/s J.B. Construction
M/s. Varinder Kumar Sharma
M/s Anjali Construction
Shree Jee Associates
M/S SANJAY AGARWAL
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