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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance | ₹5.0 L | 1 | Accepted-Finance 1 |
| 2 | 2₹5.1 L+₹13,298 (2.66%)Rejected-Finance 3 1 120 ANANDA PALIT ROAD ADJACENT AREA IN WARD NO 55 | KOLKATA | WEST BENGAL | 700001 | ₹5.1 L+₹13,298 (2.66%) | 2 | Rejected-Finance 2 |
| 3 | 3₹5.2 L+₹16,848 (3.37%)Rejected-Finance | ₹5.2 L+₹16,848 (3.37%) | 3 | Rejected-Finance 3 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
11 Feb 2026, 9:00 amClosed
EE (C)/BR I
10 BT Road
CONSTRUCTION OF PITS, CATCHPITS AT 16 CHANDRA KUMAR ROY LANE AND OTHER SURROUNDING AREAS IN WARD NO 001
2026_KMC_999436_1
KMC/EEC/I/001/204/2025-2026/US
Open Tender
CIVIL WORKS
Percentage
KOLKATA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
28 Aug 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
11 Feb 2026
6 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 | Constructing catch pit to a depth of 1.0m (Insid(e) with 250mm th. 1st class Brick Work (1:4) in all sides over a layer of jhama brick soling & 100mm th. jhama cement concrete (1:4:8) including necessary earth work, providing approved type C.I. Syphone (150mm dia) with topping RCPC gully grid (5MT load bearing capacity) constructing invert with brick -on-edge, including 20mm th. inside cement plaster (1:4) finished with neat cement punning, at the top 100mm th. R.C.C. slab (1:1.5:3) with stone chips including necessary reinforcement, shuttering as per standard drawing and as directed by E-I-C complete in all respect and removal of surplus earth with all costs of labour and materials. Inside measurement of catch pit, 600mm X 525mm | 15 | EACH | 12,175 | ₹1,82,625 |
| 2 | Constructing Special Inspection chamber pit (size 900 mmX600 mm) to a depth of 1.15 metre (insid(e), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick Jhama cement concrete (1:4:8) including necessary earth work, invert with ordinary cement concrete (1:2:4) with stone chips over brick-on-edge flooring, plastering inside with 20 mm thick cement plastering (1:4) and neat cement punning, including supplying,fitting and fixing one 450 mm. dia (15 MT) heavy duty RCPC manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement, shuttering and CI foot steps (4 kg each) (Depth of invert between 1.15 m to 1.80 m below G.L.) | 8 | EACH | 18,392 | ₹1,47,136 |
| 3 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION
PIT,SEPTIC TANK,SOAK PIT ETC. (a) Original Works 1.Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm(depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and
out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety. (SAIL/TATA/RINL) | 8 | EACH | 7,303 | ₹58,424 |
| 4 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL
PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm | 14.1 | METER | 334 | ₹4,709.4 |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref
:PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) | 8.21 | SQUARE METER | 361 | ₹2,962.44 |
| 6 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(b) 1:4:8 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 & 3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10) | 2.21 | CUBIC METER | 4,566 | ₹10,107.75 |
| 7 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION
PIT,SEPTIC TANK,SOAK PIT ETC (b) Repair Works 6..Making connection with the existing pit. | 40 | EACH | 88 | ₹3,520 |
| 8 | SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION
PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size (viii) 5 MT load bearing capacity gully pit cover with frame and hinge arrangement for opening of size Cover: 470 mm X 420 mm X 80 mm Frame: 590 mm X 550 mm X 170 mm opening: 380mm x 305mm Weight: 100 kg (approx) | 5 | EACH | 2,001 | ₹10,005 |
| 131 | Estimated amount | - | - | - | - |
| 132 | Add: 9%SGST | - | LS | 13,091.41 | - |
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