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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-Finance BEHALA GOVT QTR BLOC K III CAL 60 700060 | KOLKATA | WEST BENGAL | 700060 | ₹31.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹32.2 L+₹54,451.31 (1.72%)Rejected-Finance 228 VIDYA SAGAR SARANI KOLKATA 700008 | KOLKATA | KOLKATA | WEST BENGAL | 700008 | ₹32.2 L+₹54,451.31 (1.72%) | L2 | Rejected-Finance L2 |
| 3 | L3₹34.4 L+₹2.7 L (8.49%)Rejected-Finance | ₹34.4 L+₹2.7 L (8.49%) | L3 | Rejected-Finance L3 |
Tender Value
₹31.8 L
EMD Value
₹64,000
Closing Date
28 Feb 2026, 12:00 pmClosed
THE D.G. (ROADS)
OFFICE OF THE D.G. (ROADS) ROADS DEPARTMENT KOLKATA MUNICIPAL CORPORATION 5/2 , CHOWRINGHEE PLACE KOLKATA-700 013 WEST BENGAL
REPAIRING OF BARIK PARA ROAD FROM 71/1 SAHAPUR MAIN ROAD TO ROY BAHADHUR ROAD IN WARD.NO-119, UNDER BR-XIII
2026_KMC_995316_1
KMC/ROADS/2025-2026/785
Open Tender
CIVIL WORKS
Percentage
75 days
ROY BAHADHUR ROAD
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹64,000
11 Jul 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
28 Feb 2026
10 Feb 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 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. , Ref - Rate based on PWD Current SOR. [PWD(B)2017,p-303] | - | MTR. | 1 | - |
| 2 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. , Ref - Rate based on PWD Current SOR. [PWD(B)2017,p-303] | 0.8 | MTR. | 1 | ₹0.8 |
| 3 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb , Ref - Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ] | - | MTR. | 1 | - |
| 4 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. , Ref - Rate based on PWD Current SOR. [PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ] | - | MTR. | - | - |
| 5 | Supplying and laying factory made vertical kerb stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated size 500mm X 350mm X 150mm tapered at top, making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder / footpath) , Ref - Rate based on PWD Current SOR [PWD(B) 2017, p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6)
and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, | - | EACH | - | - |
| 6 | Supplying and laying factory made flat channel stone of cement concrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (for road-diveder) , Ref - Rate based on PWD Current SOR [PWD(B) 2017, p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 , p-191 (i -6)
and 3rd Corr. & Adda, page-52, PWD-2018(R & B) p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, | - | EACH | 1 | - |
| 7 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion , Ref - PWD (Bldg.)-2017, It. No. 1, Page No.23 & 3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10 | - | CU.M | - | - |
| 8 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick. , Ref - PWD (Rds & Brdgs)-2018, It. No. 18.02 Page No.331 | - | SQ.M | - | - |
| 9 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal / Laterite (63 mm to 45 mm) (Moorum replaced with course sand)
, Ref - PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 & page-222 sl. No- 1 & 5 (e) | 0.2 | CUM | 1 | ₹0.2 |
| 10 | Providing and laying bituminous macadam with Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).
B. For Grading II, (19 mm nominal size, 50-75 mm thick.) [Note: Using bitumen grade-VG-40 (30/40)]
, Ref - PWD (Rds & Brdgs)-2018, Page No.213 (Table No.3.3–1) & Page No. 251 & 252, It. No. 5.04 , Chapter-1, pg-227, I-1.03, pg-230,Table-I , Table III-1 pg-224, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4, | - | CU.M | - | - |
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