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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-Finance | ₹9.7 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹9.7 L+₹485.21 (0.05%)Rejected-Finance BANCHATRA ROAD DIST COOCH BEHAR | COOCH BEHAR | WEST BENGAL | ₹9.7 L+₹485.21 (0.05%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹9.7 L+₹970.41 (0.10%)Rejected-Finance HAZRAHAT COOCH BEHAR | COOCH BEHAR | COOCH BEHAR | WEST BENGAL | ₹9.7 L+₹970.41 (0.10%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical HOSPITAL MORE DINHATA COOCH BEHAR | DINHATA | COOCH BEHAR | WEST BENGAL | - | - | Rejected-Technical Insufficient Bid Capacity |
| 5 | Rejected-Technical | - | - | Rejected-Technical Withdrawal of Bid |
Tender Value
₹9.7 L
EMD Value
₹19,408
Closing Date
13 Jan 2026, 1:00 pmClosed
ADDITIONAL EXECUTIVE OFFICER
COOCH BEHAR ZILLA PARISHAD
Construction of pucca drain at Munshirhat Sadekia High Madrasha J.L.No.155 under Okrabari G.P. within Dinhata-I P.S. in the District of Cooch Behar.
2025_ZPHD_976446_1
WBZP/29/DE-ET/COB/2025-26(2nd Call)
Open Tender
CIVIL WORKS
Percentage
90 days
COOCH BEHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹19,408
COOCH BEHAR ZILLA PARISHAD
13 Mar 2026
19 Dec 2025
15 Jan 2026
19 Dec 2025
13 Jan 2026
19 Dec 2025
26 Dec 2025
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding to 1500mm
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Ordinary Cement concrete (mix 1:2:4) with gradedstone chips (20 mm nominal size) excludingshuttering and reinforcement,if any, in gound flooras per relevant IS codes 1:2:4 proportion Ground Floor
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. River Bazree Ground Floor
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. TATA,SAIL,RINL Gr Floor
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. 25 mm to 30 mm thick wooden shuttering without staging in foundation. Ground Floor
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners asdirected and raking out joints including throating, nosingand drip course, scaffolding,staging where necessary. 10m thick plaster (4:1) Ground Floor
Neat cement punning about 1.5mm thick wall dado, window sills, floor, drain etc Ground Floor
Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails (Spun Yarn, Valamoid,Bitumen,M-Seal etc) complete. UPVC Pipes 160 mm. Dia.
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first classbedding of granular material in single row includingfixing with cement mortar 1:2 but excluding excavation. protection works, backfilling, concrete and masonry do a works in head walls and parapets Clause 1106 for Rural Roads of MORD. Labour for 600mm dia pipe
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first classbedding of granular material in single row includingfixing with cement mortar 1:2 but excluding excavation. protection works, backfilling, concrete and masonry do a works in head walls and parapets Clause 1106 for Rural Roads of MORD. Cost of hume pipe- 600mm dia NP-3
Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)
Brick work with 1st class bricks in cement mortar (1:6) In foundation and plinth
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed andconsolidating the same by thorough saturation with water, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity)
Supply of Stone Shingles
Supply of Coarse Sand
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