Tender For Re-Excavation Of Canal From House Of Sushil Shaw To Kalahazra Kheya Ghat, Mouza- Manashakhali, J.L. No.- 64, Plot No.- 1998, 995, G.P.- Phulmalancha, Block- Basanti, District- South 24 Parganas Within 128- Basanti Assembly Constituency Und
Tender Value
1.93 Crore
Estimated cost
Bid Submission
17 Nov 2026
32 days left
EMD
3.87 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Re-Excavation Of Canal From House Of Sushil Shaw To Kalahazra Kheya Ghat, Mouza- Manashakhali, J.L. No.- 64, Plot No.- 1998, 995, G.P.- Phulmalancha, Block- Basanti, District- South 24 Parganas Within 128- Basanti Assembly Constituency Under Core Sector 2026-2027 Programme.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation Work 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 |
| 2 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge |
| 3 | 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), Banana cluster/ Pineapple |
| 4 | Earth work in excavation in the canals/ drainage channels/ borrowpits/ River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. (a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dryor moist / slushy silt / sticky soil. For Excavation of Canal & Cross Bandh |
| 5 | 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 |
| 6 | Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warpdirection)×7.50KN/m.(weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of sub grade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by Ushape MS staples (11gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete. The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basisof finished surface area of the slope) |
| 7 | For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % should be allowed over the existing schedule rate excluding Earthwork i.e. item No. 1.04 |
| 8 | For Cross Culvert (1 No.): Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 9 | Bank Protection Work with Bamboo Pilling: Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter (Post @ 8nos/m) |
| 10 | Supplying, dressing and stacking bamboo pins above 5 cm. diametre and upto 7.5 cm. diameter (@ 3m c/c ) |
| 11 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary(2/3 be driven for each pile ) |
| 12 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) where boats are not necessary(1.75m to be driven for each pile ) |
| 13 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia of bamboo not less than 5.0 cm) |
| 14 | Supply to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg) |
| 15 | 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 done in case of cement bags, (tying with a knot after filling will not be accepted), and stacking within a lead of 30 m as per direction of Engineer-in-Charge (cost is excluding the cost of any types of filling materials) |
| 16 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 17 | For Surface Flow Minor Irrigation Scheme and Field Channel Works extra rate of 4 % |
| 18 | Display Board (2 Nos.): Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding LS 3,677.51 and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. |
| 19 | Extra carriage of materials by cart/boat/head load besides initial transport of construction materials by truck (from road to work site) [except earthwork in excavation and filling works i.e. Item No. 2.01 & 2.12 ] |
| 20 | Institutional Development : Campaining in the command area of one no SFMIS Sub-project by community workers for mass awareness, capacity building to achieve sustainability of Sub-projects. Cost include cost include wage payment to community workers, transportaton, leaflet etc. |
| 21 | Demarcation of command area, selection of beneficiaries and preparation of land schedule within one cluster having 53 Ha CCA |
| 22 | Meeting Cost for WUA formation, cost including Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charges. |
| 23 | Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, conveyance cost & opening of Bsank A/C etc. |
| 24 | Livelihood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental charge ( rate on meeting ) |
| 25 | Meeting and onsite demonstration for operation & maintenance of scheme and collection of water tax, bulding of corpus fund etc |
| 26 | IEC Materials ( Leaflet, poster, notebook ), for SL - 2 and SL - 4 |
| 27 | Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy. |
| 28 | Impact study & monitoring of scheme by site visit of 2 Community workers during 3 years' period. |
| 29 | TOTAL WITHOUT GST AND LABOUR CESS |
| 30 | Including GST @ 18% |
| 31 | Including Cess @ 1% |
| 32 | Total with GST & Cess (From Item 1.01 to 5.09) - PART-A |
| 33 | Inlet & Outlet Structure (6 Nos.), Cross Culvert 1200 mm. dia. (1 No.): Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 34 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 36 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes. |
| 37 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1200 mm dia RCC pipes. (Laying by manual/ machanicalmeans) |
| 38 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 39 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 40 | Cement Plaster (In Coarse Sand) 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) |
| 41 | Neat cement punning. |
| 42 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 43 | Supplying & laying single brick flat soling (with common burnt clay F.P.S. (Non Moduler) bricks class designation 7.5) |
| 44 | Modified Estimated cost after using correction factor on DSR 2023 on account of GST @ 0.973 as per Office Memorandum vide e file No. :9158977, File No.- 158/SE (TAS)/GST/2024/02-E, Dated - 08.08.2024 of the Superintending Engineer (TAS) of CPWD - [0.973*(Total Value of Item No. 10.01 to 10.10) + Item No. 10.11] |
| 45 | Cost indices of Kolkata as on 01.10.2025 based on DPAR 2025 (Base 100) is 123 as per Office Memoramdum vide Memo No.- 34(1)/SDG(Kol)/Cost Index/2026/915, dated - 19.05.2026 of CPWD, Government of India. |
| 46 | Total (From Item 10.01 to 10.11) - PART-B Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 32 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 34 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender