Tender For Construction Of Nilambarpur Whr L - 1500 M. Under The E.E. A-I, Kol. A-I Divn., Block - Mandirbazar, Mouza - Nilambarpur, J.L. No.- 60, Plot No.- 193, Dist.- S 24 Pgs Under Core Sector Programme
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Jan 2024
0 days left
EMD
1.01 Lakhs
Bank guarantee accepted
Document Fee
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Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mandirbazar → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Nilambarpur Whr L - 1500 M. Under The E.E. A-I, Kol. A-I Divn., Block - Mandirbazar, Mouza - Nilambarpur, J.L. No.- 60, Plot No.- 193, Dist.- S 24 Pgs Under Core Sector Programme
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-Dec-2023 | Change in GST Return clause | Technical Bid | 01-Jan-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation WorkBailing 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 | 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 work), 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, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter.(Dia. To be measured at mid length) |
| 7 | Driving bamboo pins where boats are not necessary |
| 8 | Supply of empty cement polythene bagsin good condition |
| 9 | 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 the cost of any types of filling materials) NB:- Volume of earth/ sand filled bags should not be less than 0.028cum/ bag |
| 10 | Supplying, fitting, fixing with iron nails half split bamboo wailing pieses (av. dia. of bamboo not less than 50 mm.) |
| 11 | 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. 1.04] |
| 12 | Inlet & Outlet Structure (8 Nos.)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 1,500 mm. |
| 13 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 14 | 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, Pakur Variety |
| 15 | 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, 600 mm dia |
| 16 | Brick work with 1st class bricks in cement mortar (1:4), In foundation and plinth |
| 17 | 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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface]With 1:4 cement mortar. 20 mm thick plaster, in ground floor |
| 18 | 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 |
| 19 | 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), With earth obtained from excavation of foundation |
| 20 | 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, 2.08] |
| 21 | CROSSBUNDH(1 No.) Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete .(a) Depth of excavation not exceeding 1,500 mm. |
| 22 | 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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface]With 1:4 cement mortar. 20 mm thick plaster, in ground floor |
| 23 | 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 |
| 24 | 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.(A)1200 mm dia [ Ref: ? 1021.00 + Analysis for cost of carrige & Materials attacched + 20% for riverine] |
| 25 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 26 | 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. |
| 27 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth . |
| 28 | 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. |
| 29 | Extra carriage of materials by cart/boat/head load besides initial transport of construction materials by truck (from road to work site) 4 % of Total(except it No. 10) |
| 30 | Display BoardEarth 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 1,500 mm. |
| 31 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand |
| 32 | 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, Pakur Variety |
| 33 | Brick work with 1st class bricks in cement mortar (1:4), In foundation and plinth . |
| 34 | 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), With earth obtained from excavation of foundation |
| 35 | 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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface]With 1:4 cement mortar. 20 mm thick plaster, in ground floor |
| 36 | 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 |
| 37 | 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] |
| 38 | Painting block letters or digits in Black Japan or any approved paint as per direction.c) Size above 4 cm. and upto 5 cm |
| 39 | Painting block letters or digits in Black Japan or any approved paint as per direction.d) Size above 5 cm. and upto 7.5 cm |
| 40 | 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. 3.01 & 3.05] |
| 41 | TOTAL WITHOUT GST AND LABOUR CESS |
| 42 | Including GST @ 12 % |
| 43 | Including Cess @ 1% |
AI Tender Summary
Tender Timeline
Dec 26, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 01, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 01, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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