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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.4 LAdmitted-Fee/PreQual/Technical/Finance | -25.40% | ₹18.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.2 LAdmitted-Fee/PreQual/Technical/Finance AT KANTABALLAVPUR PO JAGATSINGHPUR DIST JAGATSINGHPUR PIN 754103 | JAGATSINGHPUR | JAGATSINGHPUR | ODISHA | 754103 | -22.20% | ₹19.2 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹19.7 LAdmitted-Fee/PreQual/Technical/Finance | -20.00% | ₹19.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L3₹19.7 LAdmitted-Fee/PreQual/Technical/Finance | -20.00% | ₹19.7 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L4₹19.7 LAdmitted-Fee/PreQual/Technical/Finance | -20.00% | ₹19.7 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.6 L
EMD Value
₹24,700
Closing Date
2 Jun 2026, 5:30 pmClosed
Block Development Officer
O/o the Panchayat Samiti, Raghunathpur
Construction of 50MT Godown and Office Building of Jeera PACS under Raghunathpur Block
2026_PRBRP_129462_4
NOTICE NO.BDO-TPS-02 OF 2026-27
Open Tender
Civil Works - Buildings
Percentage
240 days
Raghunathur
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹24,700
Yes
11 Jun 2026
19 May 2026
3 Jun 2026
19 May 2026
2 Jun 2026
19 May 2026
19 May 2026 - 28 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 |
|---|---|---|---|---|---|
| 0_) | Earth work in excavation of foundation in all kinds of soil including dressing and levelling the foundation bed and depositing the excavated materials clear of work site with all leads, lifts, delifts and dewatering & shoring including removing bushes, stumps and any other foreign materials from the working area as well as from the foundation trenches with cost of all labour, T&P, hire and running charges of all machineries, labour cess etc. complete in all respects as per specification and direction of the Engineer-in-Charge. | 76.49 | One Cum | 206.06 | ₹15,761.53 |
| 0_) | Filling in foundation & plinth with sand well watered to saturated condition in 23.20cm thick layers wtih watering & ramming including all cost, carriage, royalty, taxes of materials with all labour charges cess etc. complete as per the direction of the Engineer-in-Charge. | 65.8 | One Cum | 693.76 | ₹45,649.41 |
| 0_) | Filling in foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5 cm thick with watering and ramming etc. complete as per the direction of the Engineer-in-Charge. | 51.25 | One Cum | 137.4 | ₹7,041.75 |
| 0_) | Cement Concrete (1:3:6) with 40mm size hard granite crusher broken metal confirming to relevant BIS specifications with all cost, conveyance, royalty of all materials T&P, cess including scaffolding, walkways & properly mixing, hoisting & placing concrete to desired workability & curing for recommended period etc. complete as per the direction of the Engineer-in-Charge. | 24.31 | One Cum | 6,819.48 | ₹1,65,781.56 |
| 0_) | Flyash brick masonry using Flyash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in F & P including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. | 32.45 | One Cum | 5,765.99 | ₹1,87,106.38 |
| 0_) | Flyash brick masonry using Flyash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super structure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. (Upto 3.00 Mtr height) | 43.28 | One Cum | 5,804.32 | ₹2,51,210.97 |
| 0.9_) | Flyash brick masonry using Flyash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super structure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge. (Above 3.00 Mtr height) | 13.24 | One Cum | 6,182.69 | ₹81,858.82 |
| 0_) | Providing R.C.C work of M-20 grade with 20mm and downgraded clean hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete with necessary slope and smoothness to receive tar felting or terracing, watering and curing for four weeks,excluding centring, shuttering and finishing the exposed surface and ceiling smooth to receive white washing or painting providing grooves or beads and fan hooks as per requirement in ceiling where necessary, cost of water, including cost, conveyance, royalty taxes of all the materials and labour, T&P and cess etc. complete in all respect but excluding cost of M.S rods or Tor steel and binding wire 18 to 20 gauge and labour charges for straightening, cutting, bending and binding and tying the grills and placing in proper position as per specification and direction of the Engineer-in-charge. (Column Base) | 9.3 | One Cum | 7,270.1 | ₹67,611.93 |
| 0.9_) | Grade beam | 2.98 | One Cum | 8,140.41 | ₹24,258.42 |
| 0.0_) | Plinth beam | 6.2 | One Cum | 8,140.41 | ₹50,470.54 |
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