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Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
18 Jun 2026, 6:00 pm4d left
Executive Engineer RnB Div Sgr Core
Office of the Executive Engineer RnB Div Sgr Core
Development of Playfield by way of Synthetic Volleyball Court at Govt. Girls High School Gulab Bagh Srinagar.
2026_PWDJK_312277_1
11 of RNB//Sgr-Core/2026-27
Open Tender
Civil Works
30 days
Srinagar
refer nit
3 documents required · 3 mandatory
₹600
Executive Engineer RnB Div Sgr Core
₹24,000
12 Jun 2026
12 Jun 2026
19 Jun 2026
12 Jun 2026
18 Jun 2026
12 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 | 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 | 241.55 | Sqm | 153 | ₹36,957.15 |
| 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. | 36.82 | Cums | 950 | ₹34,979 |
| 3 | Supply and stacking of graded stone aggregate at site of size range 63-45 mm Grade 11nd with stone screening /chipping 13-20mm size nominal size type A Stone dust moorum at site including all carriage and laying water bound macdam with specified stone aggregates, stone screening and binding material including screening sorting spreading to template and consolidation with PRR with 8-10 ton capacity etc complete. | 24.3 | Cums | 2,400 | ₹58,320 |
| 4 | Providing and laying Spreading of 75mm thick compacted wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of Specified grading as per IRO/MOST/MORTH specification including mixed crushed material with predetermined quantity of water in accordance with specification to form dense mass laying in uniform layers with which is spread and rolled with paver in sub-base /base coarse on well prepared surface rolled with vibratory roller of 8/10 tonne capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and cross-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity & carriage of mixed materialby tipper up to site of work complete, including cost and carraige of all up to the site of work. | 19.14 | Cums | 1,885.95 | ₹36,097.08 |
| 5 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 50mm 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 incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete job as per the directions of EIC | 2,600 | sft | 375 | ₹9,75,000 |
| 6 | Supply of Volleyball post set of standard quality and make made of Medium 100mm round steel pipe thickness 4.5mm 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 | 25,000 | ₹50,000 |
| 7 | Supply stacking and levelling of stone screening (bottom layer) of size 13.2mm and stone dust(top Layer r) 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 | 7.43 | Cums | 1,200 | ₹8,916 |
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