Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance | ₹4.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.0 L+₹10,308.21 (2.09%)Rejected-Finance | ₹5.0 L+₹10,308.21 (2.09%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.1 L+₹15,240.36 (3.09%)Rejected-Finance | ₹5.1 L+₹15,240.36 (3.09%) | L3 | Rejected-Finance L3 |
Tender Value
₹4.9 L
EMD Value
₹9,900
Closing Date
22 Aug 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
CHAPLIN BHAVAN, 2ND FLOOR, 5/1, CHOWRINGHEE PLACE, KOLKATA-700013
RELAYING OF KERB AND CHANNEL STONE AT A.P.C ROAD, BALARAM GHOSH STREET AND SURROUNDING AREA UNDER BR.-II.
2026_KMC_1036267_1
KMC/ROADS/2026-2027/159
Open Tender
CIVIL WORKS
Percentage
180 days
A.P.C ROAD, BALARAM GHOSH STREET
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹9,900
17 Sept 2026
12 Aug 2026
24 Aug 2026
12 Aug 2026
22 Aug 2026
12 Aug 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. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | 318 | MTR | 8.17 | ₹2,598.06 |
| 2 | 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, ) | 100 | EA | 298.22 | ₹29,822 |
| 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 ]) | 268 | MTR | 21.43 | ₹5,743.24 |
| 4 | 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]) | 2,171 | MTR | 8.17 | ₹17,737.07 |
| 5 | 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, ) | 140 | EA | 214.63 | ₹30,048.2 |
| 6 | 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 ]) | 2,101 | MTR | 18.3 | ₹38,448.3 |
| 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) | 52.43 | M3 | 4,761 | ₹2,49,595.43 |
| 8 | Raising gully pit cover and frame with CBW (1:4), 250 mm thick up to 100mm high with 20mm thick sand and cement plaster with neat cement after dismantiling the existing setting and taking out and refixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. ( Ref :Rate based on PWD Current SOR, PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a), p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226, PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date 04.06.2018, p-192 (it -15), 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, p-303, p-269 (it -1) and 1st Corria & Adda, Page-4, Date 08.01.2018, page-12 (item -13)) | 14 | EA | 1,856.28 | ₹25,987.92 |
| 9 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame as per I.S. 12592 (M.D.) i) 15 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover : 565 mm. X 410 mm. X 90 mm. Frame : 715 mm. X 565 mm. X 185 mm. Weight : 140 Kg. (approx.) | 4 | EA | 3,465 | ₹13,860 |
| 70 | Sub Total | - | - | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.66 MB
BOQ_2545670.xls
BOQ • 0.29 MB
FORM.pdf
Tender Documents • 0.84 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .