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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.2 LAdmitted-Finance | -47.70% | ₹26.2 L | L1 | Admitted-Finance |
| 2 | L2₹27.7 L+₹1.6 L (6.02%)Admitted-Finance | -44.55% | ₹27.7 L+₹1.6 L (6.02%) | L2 | Admitted-Finance |
| 3 | L3₹28.3 L+₹2.1 L (8.15%)Admitted-Finance | -43.44% | ₹28.3 L+₹2.1 L (8.15%) | L3 | Admitted-Finance |
| 4 | L4₹29.5 L+₹3.4 L (12.8%)Admitted-Finance | -41.00% | ₹29.5 L+₹3.4 L (12.8%) | L4 | Admitted-Finance |
| 5 | L5₹30.2 L+₹4.0 L (15.3%)Admitted-Finance | -39.70% | ₹30.2 L+₹4.0 L (15.3%) | L5 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
24 Jun 2026, 4:00 pmClosed
Executive Engineer Construction Division kashmir
Executive Engineer Construction Division kashmir adminsitrative block bakhshi Stadium
Upgradation of play fields at village Bakura
2026_SPORT_311560_2
NIT 06 of 2026-27
Open Tender
Civil Works
Percentage
120 days
srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
EX ENGINEER CDK
₹1 L
10 Jul 2026
4 Jun 2026
25 Jun 2026
5 Jun 2026
24 Jun 2026
5 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 | Levelling & Filling
Earth work in bulk excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
a) All kinds of soil : | 3,665.79 | Cum | 187.3 | ₹6,86,602.47 |
| 2 | B) ordinary Rock | 887.64 | Cum | 392.8 | ₹3,48,664.99 |
| 3 | Filling available excvated earth (excluding rock) in trenches plinth sides of foundations etc. in layers not exceeding 20 Cm in depth consolidating each deposied layers by ramming and watering lead upto 50 m and lift upto 1.5 m | 3,301.25 | Cum | 218.4 | ₹7,20,993 |
| 4 | S/S,filling /levelling of good quality sweet earth in layers not exceeding 20cm in depth incl. breaking of clods, watering, rolling each layer with 1/2 tonne roller and rolling every third and top most layer with PRR of 8-10 tonne capacity and levelling, dressing of ground by engaging skilled labour inclusive of all carriage upto site of work complete.(compacted quantity to be measured) | 1,325.75 | Sqm | 560 | ₹7,42,420 |
| 5 | Cricket competition Pitch
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan,including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
All kinds of soil : | 60.58 | Cum | 576.45 | ₹34,921.34 |
| 6 | Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. | 155.48 | Sqm | 2.8 | ₹435.34 |
| 7 | Providing and laying of soling stone size on level (hand packed ) of size not more than 100mm incl. Consolidation with Power Road Roller 8-10 Tonne Capacity Complete and all types of carriages complete | 25.49 | Cum | 1,000 | ₹25,490 |
| 8 | S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source | 25.49 | Cum | 3,150 | ₹80,293.5 |
| 9 | S/L of sandy loom (mixture of fine sand and fine clay) in 1:10 ratio to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 Tonne roller or plate vinrator complete. | 16.82 | Cum | 2,500 | ₹42,050 |
| 10 | Supply and laying of Top layer of earth having highhest clay content available to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator. | 25.49 | Cum | 1,500 | ₹38,235 |
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