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Tender Value
₹98.0 L
EMD Value
₹2.0 L
Closing Date
16 Jun 2026, 5:00 pm2d left
E.E, RDSD, CHATRA
E.E, RDSD, CHATRA
RDD/SD/CHATRA/14/2026-27/Gr_1 Construction of PCC Road From PMGSY Lembioiya Road to Amrit Sarovar Mudhesha Vill.- Korambey in Village-Korambey, Panchayat- Nongaon, Block-Pathalgada.
2026_RDSPL_114816_1
RDD/SD/CHATRA/14/2026-27/Gr_1
Open Tender
Civil Works
180 days
PATHALGADDA
PLEASE REFER TENDER DOCUMENT
2 documents required · 2 mandatory
₹10,000
₹2.0 L
8 Jun 2026
8 Jun 2026
18 Jun 2026
8 Jun 2026
16 Jun 2026
8 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | ROAD- Clearing Grass and Removal of Rubbish Road Land. up to a lead of 50 metres outside the periphery of the area. By Manual Means) S.O.R. PART - A Item No. 2.02 | 0.37 | Hac. | 19,760.3 | ₹7,311.31 | BI01010001010000000000000515BI0100001112 |
| 2 | Compacting original ground supporting subgrade (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.)
SOR Item No. 3.20 Case-1 | 1,119.24 | CUM | 52.6 | ₹58,872.02 | BI01010001010000000000000515BI0100001113 |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.S.O.R. Item No. 3.18 | 839.43 | CUM | 131.3 | ₹1,10,217.16 | BI01010001010000000000000515BI0100001114 |
| 4 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. Rate per cum after adding royaly @27.48/cum S.O.R item no. 3.17 | 142.31 | CUM | 61.48 | ₹8,749.22 | BI01010001010000000000000515BI0100001115 |
| 5 | Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)(i) for grading- I Material
S.O.R. Item No. R.W.D 4.01 B (I) | 631.16 | CUM | 2,357.22 | ₹14,87,782.98 | BI01010001010000000000000515BI0100001116 |
| 6 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, Plain Cement Concrete Pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
S.O.R. Item No. 6.02 | 766.18 | CUM | 6,435.35 | ₹49,30,636.46 | BI01010001010000000000000515BI0100001117 |
| 7 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.80 cm x 60 cm rectangular. S..O.R item No 8.04 A(X) | 1 | EACH | 7,526 | ₹7,526 | BI01010001010000000000000515BI0100001118 |
| 8 | Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) S.O.R item no. 8.06 | 0.27 | M2 | 14,393.1 | ₹3,886.14 | BI01010001010000000000000515BI0100001119 |
| 9 | CULVERT--Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (I) Ordinary Soil (Depth up to 3 m) S.O.R. Item No. 3.13 I B | 254.9 | CUM | 55.8 | ₹14,223.42 | BI01010001010000000000000515BI0100001120 |
| 10 | Providing and laying of dry Rubble Flooring complete as per drawing and Technical specifications.
S.O.R. Item No. 16.09 | 21.15 | CUM | 2,377.39 | ₹50,281.8 | BI01010001010000000000000515BI0100001121 |
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