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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹1.4 L+₹9,848.77 (7.69%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L2₹1.4 L+₹9,848.77 (7.69%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L3₹1.4 L+₹12,311.45 (9.61%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L4₹1.6 L+₹29,550.24 (23.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 L
EMD Value
₹5,910
Closing Date
27 Jul 2026, 6:00 pmClosed
office of the executive engineer rew ang
office of the executive engineer rew ang
C/O TILEPATH FROM NEW COMPLEX TO OLD BUILDING AT GOVT MIDDLE SCHOOL DANWETHPORA ZONE BIDDER BLOCK SAGAM
2026_RDPR_316703_20
ENIT68of2026-27
Open Tender
Civil Works
Percentage
30 days
anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
office of the executive engineer rew ang
₹5,910
28 Jul 2026
18 Jul 2026
28 Jul 2026
18 Jul 2026
27 Jul 2026
18 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 |
|---|---|---|---|---|---|
| 0.0 | 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 notexceeding 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 | 14.16 | Cum | - | - |
| 0.0 | Providing and laying of stone soling tightly hand packed including carriage | 20 | Cum | - | - |
| 0.0 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate mm nominal size) | 12.3 | Cum | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form work for: | 25 | sqm | - | - |
| 0.0 | Chequerred precast cement concrete tiles 22mm thick in footpath and
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of the tiles, including rubbing, cleaning and curing complete,on
20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . | 81.1 | sqm | - | - |
| 0.0 | carriage of materials | - | - | - | - |
| 0.0 | Sand /Aggregate Lead 20Km | 16.7 | cum | - | - |
| 0.0 | Sand /Aggregate Lead H/L 50m | 6.68 | cum | - | - |
| 0.0 | Provision for signboard & photographs ,Carriage of cement , shuttering etc and other Unforeseen items as per direction of engineer in charge | 1 | job | - | - |
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BOQ_1034626.xls
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