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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.9 LAccepted-AOC | ₹10.9 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | L-2₹12.9 L+₹2.0 L (18.5%)Rejected-Finance 0 SABOURA SABOURA BARAUNI OIL REFINERY GATE 1 BEGUSARAI BIHAR 851114 UDYAM BR 06 0003979 | BEGUSARAI | BIHAR | 851114 | ₹12.9 L+₹2.0 L (18.5%) | L-2 | Rejected-Finance L-2 Bidder |
| 3 | L-3₹13.0 L+₹2.1 L (19.5%)Rejected-Finance | ₹13.0 L+₹2.1 L (19.5%) | L-3 | Rejected-Finance L-3 Bidder |
| 4 | L-4₹13.1 L+₹2.2 L (20.7%)Rejected-Finance | ₹13.1 L+₹2.2 L (20.7%) | L-4 | Rejected-Finance L-4 Bidder |
| 5 | L-5₹13.5 L+₹2.7 L (24.6%)Rejected-Finance PO GARA BLOCK BIRPUR PS BHAGWANPUR BEGUSARAI BIHAR 851120 | BEGUSARAI | BEGUSARAI | BIHAR | 851120 | ₹13.5 L+₹2.7 L (24.6%) | L-5 | Rejected-Finance L-5 Bidder |
Tender Value
₹16.5 L
Closing Date
30 Jun 2026, 4:00 pmClosed
DGM (M AND C)
34A, NIRMAL CHANDRA STREET, KOLKATA-700013
Fabrication and Installation of Mono Slope Shed Inside Siliguri Marketing Depot for Storage of Materials for Siliguri Jhapa Petroleum Pipeline Project
2026_ERKLK_190082_1
ERKLC2625
Open Tender
Civil Works
Works
90 days
SJPL SIliguri
Please refer Tender documents.
6 documents required · 6 mandatory
Exempted
11 Sept 2026
16 Jun 2026
1 Jul 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| 1 | GST % for the tender
Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. | - | - | - | - | 0.18 |
| 10 | Fabrication & Installation of Mono Slope | - | - | - | - | - |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | - | - | - | - | - |
| 30 | In all kinds of soil | 23.52 | CUM | 359.24 | ₹8,449.32 | - |
| 40 | CONCRETE WORK : CEMENT CONCRETE (CAST IN-SITU) : Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer: | - | - | - | - | - |
| 50 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from
natural sources : 4 graded stone aggregate 40 mm nominal
size derived from natural sources] | 61.84 | CUM | 7,445.02 | ₹4,60,400.04 | - |
| 60 | REINFORCED CEMENT CONCRETE : RCC (CAST IN-SITU) : Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja,lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing centering, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). | - | - | - | - | - |
| 70 | a) All work up to plinth level | 3.8 | CUM | 10,356.87 | ₹39,356.11 | - |
| 80 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe500 D or more | 162 | KG | 95.95 | ₹15,543.9 | - |
| 90 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks : | - | - | - | - | - |
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