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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹24.0 L+₹93,750.42 (4.07%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical affadavit submitt for medical groudn | ||
| 4 | Rejected-Technical | - | Rejected-Technical affdavit not as per NIT |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
26 May 2026, 4:00 pmClosed
Executive Engineer PWD RandB Divisin Thanamandi
Executive Engineer PWD RandB Divisin Thanamandi
Construction of Link road to the House of Mohd Din Nadyalla Dodesan Balla under UT Capex Road Sector
2026_PWDJK_310338_1
NIT No 03 of 2026 27 Dated 19 05 2026
Open Tender
Civil Works
Percentage
60 days
Thanamandi
Construction of Link road to the House of Mohd Din Nadyalla Dodesan Balla under UT Capex Road Sector
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Divisin Thanamandi
₹50,000
5 Jun 2026
19 May 2026
27 May 2026
19 May 2026
26 May 2026
19 May 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 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: All kinds of soil :70% and OR 20% HR 10% | 42 | Cum | 359.58 | ₹15,102.36 |
| 2 | Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 96 | Cum | 5,202.9 | ₹4,99,478.4 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including
curing but excluding the cost of centering, shuttering, finishing and reinforcement. All
works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 8.75 | Cum | 7,788.4 | ₹68,148.5 |
| 4 | 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) | 7.25 | Cum | 7,564.8 | ₹54,844.8 |
| 5 | Stone filling hand packed in horizontal on level including cost of stones. | 6.02 | Cum | 937.9 | ₹5,646.16 |
| 6 | CEMENT CONCRETE (CAST-IN-SITU)
Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 43.52 | Cum | 6,591.25 | ₹2,86,851.2 |
| 7 | Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 27.3 | Cum | 5,733.6 | ₹1,56,527.28 |
| 8 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 880.8 | Sqm | 153 | ₹1,34,762.4 |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 880.8 | sqm | 929.85 | ₹8,19,011.88 |
| 10 | 20mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand) | 220.2 | sqm | 362.65 | ₹79,855.53 |
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