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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.7 LAdmitted-Finance | -36.39% | ₹21.7 L | L1 | Admitted-Finance |
| 2 | L2₹23.5 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -31.31% | ₹23.5 L | L2 | Admitted-Finance |
| 3 | L3₹26.7 LAdmitted-Finance | -21.99% | ₹26.7 L | L3 | Admitted-Finance |
| 4 | L4₹27.7 LAdmitted-Finance | -18.96% | ₹27.7 L | L4 | Admitted-Finance |
| 5 | L5₹28.0 LAdmitted-Finance | -17.99% | ₹28.0 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹34.2 L
EMD Value
₹68,360
Closing Date
23 Apr 2026, 6:00 pmClosed
COMMISSIONER
MUNICIPAL COUNCIL SIKAR
Construction of Stone Pitching and wire fencing in Nani Beed Sikar
2026_DLB_549909_16
2026-27ENIB01
Open Tender
Civil Works
60 days
MUNICIPAL COUNCIL SIKAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
COMMISSIONER, MD RISL
₹68,360
Yes
29 Apr 2026
4 Apr 2026
24 Apr 2026
4 Apr 2026
23 Apr 2026
4 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Constrction of Stone Pitching and wire fencing in Nani Beed Sikar. | ||||||
| 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Depth upto 1.5 m | - | P.cum | 229.5 | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
600 mm internal diameter | - | Mtr. | 3,535 | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
900 mm internal diameter | - | Mtr. | 7,130 | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification.
With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. | - | p.cum | 1,839 | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRT&H specification & type "A" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. | - | Mtr. | 616 | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | P.cum | 5,510 | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | Earth work in excavation in open areaNani Beed with mechanical means including dressing of sides and ramming of bottoms, including getting out the excavated material, disposal of excavated material lead upto 1000m at suitable site as per as per drawing and as per direction of Engineer. (Measurements for payment to be done as per standard drawings).
In all kind of soil
Above 6.0 m and upto 9.0 m depth | - | P.cum | 5,511 | - | BI01010001010000000000000515BI0100001119 |
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