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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹10.1 L+₹21,580.20 (2.19%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹10.2 L+₹31,613.10 (3.20%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹10.3 L+₹40,888.80 (4.14%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹37,860
Closing Date
3 Jul 2026, 6:00 pmClosed
Executive Engineer PWD(RandB) Div Khour
Executive Engineer PWD(RandB) Div Khour
Construction of Retaining wall for permanent restoration of link road to Janyala Mohalla (Dori).Under Permanent Restoration (FY 2026-27) (Ist Call)
2026_PWDJK_312251_2
Short e-NIT No. 09 of 2026-2027/Khour Dated 12-06-2026
Open Tender
Civil Works
Percentage
60 days
KHOUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB) Div Khour
₹37,860
Executive Engineer PWD(RandB) Div Khour
6 Aug 2026
12 Jun 2026
4 Jul 2026
13 Jun 2026
3 Jul 2026
13 Jun 2026
18 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 | Earth work in 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: All kinds of soil | 135 | Cum | 256.85 | ₹34,674.75 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate) 40mm nominal size crushed. | 9 | Cum | 4,826.5 | ₹43,438.5 |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 107 | Cum | 7,564.8 | ₹8,09,433.6 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) 20mm nominal size crushed. | 80 | Cum | 5,733.6 | ₹4,58,688 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns | 50 | Sqm | 286.35 | ₹14,317.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for:Walls of any thickness. | 215 | Sqm | 628.95 | ₹1,35,224.25 |
| 7 | PSupply including digging carrying by lorry, filling River Bed Material mixed with coarse sand and round allah shingle 75mm as per lines, cross sections, grade and camber, including watering & consolidation in layers with 8-10 Ton Power Roller Complete job (Finished work including material and labour) | 150 | cum | 350 | ₹52,500 |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 109 | Cum | 2,793.8 | ₹3,04,524.2 |
| 9 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Sand for an average lead of 08 Kms. | 20.09 | Cum | 247.72 | ₹4,976.69 |
| 10 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.Stone aggregate 20mm nominal size for an average lead of 20.00 Kms.. | 38.27 | Cum | 409.94 | ₹15,688.4 |
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