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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance | ₹3.9 L | L1 | Accepted-Finance L1 ACCEPTED |
| 2 | L2₹3.9 L+₹1,365.95 (0.35%)Rejected-Finance BAROSAKDAL PS SAHEBGANJ DINHATA DIST COOCH BEHAR | ₹3.9 L+₹1,365.95 (0.35%) | L2 | Rejected-Finance L2 REJECTED |
| 3 | L3₹4.0 L+₹8,390.86 (2.15%)Rejected-Finance DINHATA II DEV BLOCK | DARJEELING | WEST BENGAL | 734002 | ₹4.0 L+₹8,390.86 (2.15%) | L3 | Rejected-Finance L3 RTEJECTED |
Tender Value
₹3.9 L
EMD Value
₹7,900
Closing Date
13 Mar 2026, 4:00 pmClosed
EXECUTIVE OFFICER, DINHATA-II PANCHAYAT SAMITY.
EXECUTIVE OFFICER, DINHATA-II PANCHAYAT SAMITY, SAHEBGANJ. DINHATA
Construction of Boundary Wall with Gate at Atialdanga Jannu Bage Kabarthan at Village Atialdanga Kalmati Po- Kalmati PS- Sahebganj Dist Cooch Behar SL NO-4
2026_ZPHD_1018610_4
eNIT NO- 32/E.O/DIN-II/2025-26 . DT.05.03.2026
Open Tender
CIVIL WORKS
Percentage
60 days
SAHEBGANJ
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹7,900
22 Sept 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 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 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone) including removing, spreading and stacking of soils within a lead of 75m.as directed. The item includes trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required, complete.Depth of excavation not exceeding 1500mm. For Pump house | 21.78 | Cu.M | 119.27 | ₹2,597.7 |
| 2 | Single brick flat soling of Picked Jhama Bricks including ramming and dressing the bed to Proper level and filling joints with powderes earth or local sand.
For Pump house | 32.2 | Sq.M | 322 | ₹10,368.4 |
| 3 | Cement Concrete with 30mm down graded Shingles excluding shuttering (1:3:6) in foundation : For Pump House. | 2.42 | Cu.M | 3,262.1 | ₹7,894.28 |
| 4 | Brick work in cement morter (1:6) foundation and plinth | 6.47 | Cu. M | 4,849.92 | ₹31,378.98 |
| 5 | 125 mm thick brick work (1:4) with 1st. Class bricks. | 77.76 | Sq.M | 666.33 | ₹51,813.82 |
| 6 | 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) For Pump house
(a) with earth obtained from exavation foundation 1/5 . | 4.36 | Cu.M | 77.54 | ₹338.07 |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes | 11.13 | Cu.M | 4,567.21 | ₹50,833.05 |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction.
(b) Extra for works beyound the roof of ground floor/ initial 4.0m .
(i) Upto 4th floor roof in each addl. Floor (1st floor)a) For works in foundation and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel
I. SAIL/ TATA/RINL | 1.31 | MT | 61,339.35 | ₹80,354.55 |
| 9 | Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fixing and striking out after complection of works. ) upto plinth
(a)25 mm. to 30 mm. thick wooden shuttering as per decission & direction of E-I-C. | 45.4 | Sq.M | 205 | ₹9,307 |
| 10 | Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fixing and striking out after complection of works. ) Above plinth level
(a)25 mm. to 30 mm. thick wooden shuttering as per decission & direction of E-I-C. | 123.25 | Sq.M | 328 | ₹40,426 |
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