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Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
24 Jun 2026, 5:00 pm
C.C.E, Northern R AND B Circle, SAMBALPUR
O/O THE C.C.E, Northern R AND B Circle, SAMBALPUR
ROAD WORK
2026_EICCL_131533_2
CCENC (R AND B) / 01/ 2026-27
National Competitive Bid
Civil Works - Roads
180 days
GUMANDERA
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹2.3 L
Yes
9 Jun 2026
9 Jun 2026
25 Jun 2026
9 Jun 2026
24 Jun 2026
9 Jun 2026
9 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 |
|---|---|---|---|---|---|
| 1 | Excavation for road work in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment locations with all lifts & leads up to 1000m.as per approved Drawing & Technical Specifications and as per Clause - 301 of MoRT&H Specifications for Road & Bridge works (5th Revision). | 1 | Cubic Meters | 1 | ₹1 |
| 2 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. | 1 | Cubic Meters | - | - |
| 3 | P.C.C. M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. | 1 | Cubic Meters | - | - |
| 4 | P.C.C. M-15 Grade in foundation bed with formwork of structure & CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. | 1 | Cubic Meters | - | - |
| 5 | Laying Reinforced cement concrete pipe NP4 of 1200mm dia for pipe culvert on first class bedding in single row including fixing collar with cement mortar 1:2 as per approved Drawing & Technical Specifications and as per Section -2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. | - | RM | 1 | - |
| 6 | Laying Reinforced cement concrete pipe NP4 of 1000mm dia for pipe culvert on first class bedding in single row including fixing collar with cement mortar 1:2 as per approved Drawing & Technical Specifications and as per Section -2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. | - | RM | 1 | - |
| 7 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres as per Technical Specifications and as per Clause 305.4.3 of MoRT&H Specifications for Road & Bridge works (5th Revision). | - | Square Meters | 1 | - |
| 8 | Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. | - | Square Meters | 1 | - |
| 9 | Providing G.S.B. Gr-vi stone screaning materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. | 1 | Cubic Meters | - | - |
| 10 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per Clause 601 of MoSRT&H Specifications for Road & Bridge works (4th Revision) | 1 | Cubic Meters | - | - |
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