Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | -28.13% | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 CrAdmitted-Finance | -15.87% | ₹4.1 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical A 3 332 SECTOR 8 ROHINI DELHI 110085 | NORTH WEST | DELHI | 110085 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Updated dates
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
6 Mar 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Laying of NP-4 1000mm pipeline by Trenchless Micro Tunneling Technique for Storm Water Drainage from Hamdrad School to Shiv Mandir in H-Block Street No.16 (Regd. No. 359-A) to ease the water logging issue in Sangam Vihar Constituency AC-49.
2026_IFC_287239_1
NIT No.120/25-26/EECD -V/ACS
Open Tender
Civil Works
180 days
Sangam Vihar Constituency AC-49
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.8 L
10 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
Installation of product pipe by Micro Tunneling method including concrete structural shaft of sheet piles/RCC retaining walls/well sinking/secant piling as par respective site requirements. (upto 100 meter of installation length and 5m depth) all inclusive as per IndSTT: 102-2018; Code of Practice for Micro Tunneling for slurry based microtunneling suitable for steel/RCC jacking pipes suiting indian condition. Above 1200mm & upto 1500mm OD Mixed Starta
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1000 mm dia RCC pipes. (Laying by manual/ machanical means)
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.11 MB
BOQ_380540.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid