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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹18.9 L+₹2.3 L (14.2%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹19.3 L+₹2.7 L (16.5%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹19.7 L
EMD Value
₹39,440
Closing Date
31 Jul 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RnB DIVISION SUMBAL
SUMBAL SONAWARI
Construction of Synthetic Volleyball Court at GDC Sumbal
2026_PWDJK_317188_1
NIT NO 29 OF 2026-27/SUMBAL DIVISION
Open Tender
Civil Works
Percentage
45 days
SUMBAL SONAWARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
EXECUTIVE ENGINEER RnB DIVISION
₹39,440
11 Aug 2026
21 Jul 2026
1 Aug 2026
22 Jul 2026
31 Jul 2026
22 Jul 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 | COURT :- Preparation of sub grade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc and disposal of surplus earth beyond Municipal limits with all leads, lifts, loading and unloading charges complete. | 260.22 | Sqm | 72.9 | ₹18,970.04 |
| 2 | Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. | 39.65 | Cum | 1,200 | ₹47,580 |
| 3 | Supply and stacking of graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding material incl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size. | 26.17 | Cum | 2,250 | ₹58,882.5 |
| 4 | Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of all materials, all leads lifts octroi charge taxes etc. | 26.17 | Cum | 2,400 | ₹62,808 |
| 5 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285 All line marking shall be white, unless in the drawings. line marking shall be sitched 'tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual (from American or Euripon) incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. | 2,800 | Sft | 300 | ₹8,40,000 |
| 6 | Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. | 2 | No. | 30,000 | ₹60,000 |
| 7 | S/S and levelling of stone screening (bottom layer) of size 13.2mm and stone dust(top Laer) arround court perifery in the ratio of 80:20 incl. trenching and consolidation as desired by the incharge engineer with all leads, lifts, royalities and taxes complete | 12.69 | Cum | 1,204.15 | ₹15,280.66 |
| 8 | Providing and laying of dry stone soling incl all carriage | 3 | Cum | 1,000 | ₹3,000 |
| 9 | Footpath:- Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : | 30.59 | Cum | 256.3 | ₹7,840.22 |
| 10 | P/L dry stone soling close packed including carriage complete job | 13.46 | Cum | 1,000 | ₹13,460 |
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