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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹5.7 L+₹743.69 (0.13%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹5.7 L+₹800.89 (0.14%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹6.8 L
EMD Value
₹13,636
Closing Date
7 Oct 2026, 1:00 pmClosed
EXECUTIVE OFFICER, SITAI
SITAI PANCHAYAT SAMITY OFFFICE, 736167
Repairing Potholes of Road from Khamar Sitai 5th Plan Pry. School to Dilu Datta s Dokan (PWD Road) under Sitai-I GP within Sitai Development Block.
2026_DMCB_5076526_1
03/EO/SITAI /2026-27
Open Tender
CIVIL WORKS
Percentage
7 days
SITAI PANCHAYAT SAMITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹13,636
10 Oct 2026
30 Sept 2026
9 Oct 2026
30 Sept 2026
7 Oct 2026
30 Sept 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 |
|---|---|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 305.4.3). | 2,700 | sqm | 5.7 | ₹15,390 |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Reference to MoRT&H's specification clause 305). | 180 | cum | 212.7 | ₹38,286 |
| 3 | By Mix in Place-Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401
Rate per cum for grading-II Material | 135 | cum | 1,967.88 | ₹2,65,663.8 |
| 4 | By Mix in Place-Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401
Rate per cum for grading-I Material | 111.38 | cum | 2,193.81 | ₹2,44,335.59 |
| 5 | Providing and erecting direction and place identification retro-reflectorsised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x 75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). | 0.9 | sqm | 9,322.5 | ₹8,390.25 |
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