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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.9 LAdmitted-Finance 10 10 B N SAHA ROAD CHIRKUNDA DHANBAD JHARKHAND | DHANBAD | JHARKHAND | 818142 | -2.58% | ₹69.9 L | L1 | Admitted-Finance |
| 2 | L2₹71.0 LAdmitted-Finance | -1.00% | ₹71.0 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical DUMKA DUMKA JHARKHAND | - | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical CHAKMUHA DHOGARIYA DUMKA | DUMKA | JHARKHAND | 814101 | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹71.7 L
EMD Value
₹1.4 L
Closing Date
16 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
RURAL DEVELOPMENT SPECIAL DIVISION DUMKA
CONSTRUCTION OF P.C.C ROAD FROM P.W.D ROAD TO MANRAYDIH IN PANCHYAT- HARORAYDIH ,BLOCK- MASLIYA, DIST- DUMKA.
2026_RDSPL_112351_1
RDSD/DMK/UNTIED/36/2025-26
Open Tender
Civil Works
90 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.4 L
19 May 2026
4 Apr 2026
18 Apr 2026
4 Apr 2026
16 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 |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | - | cu.m | - | - | labour required for site clearance & bush cutting |
| 2 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | - | cu.m | - | - | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 3 | Providing designation 75B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | sq.m | - | - | Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cu.m | - | - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | sq.m | - | - | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 6 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | - | cu.m | - | - | carriage of material CEMENT |
| 7 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. Ordinary soil (UP TO 3 M DEPTH ) | - | cu.m | - | - | SAND |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cu.m | - | - | SAND |
| 9 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | - | cu.m | - | - | SAND |
| 10 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. | - | cu.m | - | - | SAND |
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