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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.1 LAccepted-Finance | ₹76.1 L | L1 | Accepted-Finance L1 Lowest Bidder |
| 2 | L2₹76.4 LRejected-Finance | ₹76.4 L | L2 | Rejected-Finance L2 Higher Cost |
| 3 | Highest₹78.0 LRejected-Finance 53 A KAKURGACHI ROAD KOLKATA 700054 | KOLKATA | KOLKATA | WEST BENGAL | 700054 | ₹78.0 L | Highest | Rejected-Finance Highest Cost |
| 4 | Rejected-Technical P O ISLAMPUR UTTAR DINAJPUR | ISLAMPUR | UTTAR DINAJPUR | WEST BENGAL | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | MELOWGLINT SYNDICATE L1 | RAJARSHI ENTERPRISE L2 | UNITED ENTERPRISE L3 |
|---|---|---|---|---|---|---|
| 1.00EXCAVATION WORKS | ||||||
| 1.01 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge | 654.1 | Hp-Hr | 23 ₹15,044.30 | 23 ₹15,044.30 | 24 ₹15,698.40 |
| 1.02 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | 2,975 | Sqm | 5 ₹14,875 | 5 ₹14,875 | 6 ₹17,850 |
| 1.03 | Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm)
(b) Banana cluster/ Pineapple | 97 | Sqm | 73 ₹7,081 | 73 ₹7,081 | 74 ₹7,178 |
| 1.04 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1000 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post worl)
a) For Excavation of Canal | 54,610.03 | Cum | 97.5 ₹53.2 L | 97.9 ₹53.5 L | 99.5 ₹54.3 L |
| 1.05 | Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water. | 31,280.69 | Sqm | 10 ₹3.1 L | 10 ₹3.1 L | 11 ₹3.4 L |
| 1.06 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter.(Dia. To be measured at mid length) | 3,808 | Mtr | 29 ₹1.1 L | 29 ₹1.1 L | 30 ₹1.1 L |
| 1.07 | Driving bamboo pins where boats are not necessary. | 1,904 | Mtr | 11 ₹20,944 | 11 ₹20,944 | 12 ₹22,848 |
| 1.08 | Supply of empty cement polythene bags in good condition | 2,380 | Each | 6 ₹14,280 | 6 ₹14,280 | 7 ₹16,660 |
| 1.09 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding | 2,380 | Each | 7 ₹16,660 | 7 ₹16,660 | 8 ₹19,040 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
22 Dec 2025, 3:00 pmClosed
EE , DPMU,South 24 Pgs
49/2 Gariahat Road, Kol-19
Construction of 1 no. WDS at HARINKHOLA WDS, GP-KARANJALI Mouza-HARINKHOLA (Jl. No. - 172) Plot No 329 under KULPI Block in the district of South 24 Parganas under DPMU, South 24 Parganas, WBADMI Project
2025_WRDD_956310_1
08/S24PGS DPMU/ADMIP/2025-26
Open Tender
CIVIL WORKS
180 days
Kulpi
Refer NIT
2 documents required · 2 mandatory
₹1.5 L
Yes
14 Jan 2026
22 Nov 2025
24 Dec 2025
22 Nov 2025
22 Dec 2025
4 Dec 2025
22 Nov 2025 - 2 Dec 2025
Amount
EXCAVATION WORKS
Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge
Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below ground level or bed level & filling the rootholes by soil and removal of branches, roots & stumps etc. including carriage and stacking as per instruction of the Engineer-in-charge (Measurement of girth at breast height of 90 cm) (b) Banana cluster/ Pineapple
Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1000 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post worl) a) For Excavation of Canal
Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto 150 mm. average thickness and ramming properly after sprinkling water.
Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter.(Dia. To be measured at mid length)
Driving bamboo pins where boats are not necessary.
Supply of empty cement polythene bags in good condition
Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding
Supplying, fitting, fixing with iron nails half split bamboo wailing pieses (av. dia. of bamboo not less than 50 mm.)
CONSTRUCTION OF INLET STRUCTURE-8 nos
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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 graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. a) Pakur Variety.
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (D) 600 mm dia [ Ref: ₹ 381.00 + Analysis for cost of carriage & Materials attached]
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth .
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster, in ground floor
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.
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. ( total qty 8.236 %cum )
Display Work
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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 graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes.
Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth .
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. ( Total qty 0.0021 %cum but system rouneded off to 0.002 % Cum)
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:4 cement mortar. 20 mm thick plaster, in ground floor
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.
18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer-in-charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
Painting block letters or digits in Black Japan or any approved paint as per direction. c) Size above 4 cm. and upto 5 cm.
d) Size above 5 cm. and upto 7.5 cm
Total without GST
Add GST 18 % on th total
Add CESS 1 % on the total plus GST
RAJARSHI ENTERPRISE (BID ID -7636922)
UNITED ENTERPRISE (BID ID -7695966)
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