Tender For Urgent Restoration Of Footpath, H.P. Culvert Drain & Necessary Painting From 6.25 To 7.90 On K.N.I. Avenue (V.I.P. Road) Under Baguihati Highway Sub Division Under Barasat Highway Division No. - I In The District Of North 24 Parganas.
Tender Value
38.05 Lakhs
Estimated cost
Bid Submission
27 Nov 2026
14 days left
EMD
76114
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
24 Paraganas North → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Urgent Restoration Of Footpath, H.P. Culvert Drain & Necessary Painting From 6.25 To 7.90 On K.N.I. Avenue (V.I.P. Road) Under Baguihati Highway Sub Division Under Barasat Highway Division No. - I In The District Of North 24 Parganas.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)Dismantling Brick / Tile work In cement mortar |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) By Manual Means Cement Concrete Grade M-15 & M-20 |
| 3 | Dismantling of existing structures By Manual Means of Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, 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 Ordinary soil depth upto 3 m.by Mechanical Means including cost of Dewatering 20 % . |
| 5 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. |
| 6 | Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). |
| 7 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). |
| 8 | Brick masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:4 in foundation complete, including thoroughly soaking the bricks in a tank filled with water for a minimum period of one hour prior to being laid, protecting the green structure from rain by suitable covering and with a minimum Seven days curing etc., but excluding pointing and plastering, as per drawing and Technical. Specifications.(Reference to MORT&H's specifications 1300 & 2200). |
| 9 | Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical Specifications (Reference to MORT&H's specifications 1300 & 2200). |
| 10 | Neat cement punning |
| 11 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump Including 3% extra cost as formwork over cost of material |
| 12 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in open foundation complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200) |
| 13 | Laying Reinforced cement concrete pipe 1000 MM Dia NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per the requirements of MORT&H's specification 2900. |
| 14 | Providing and fixing in position precast RCC manhole cover and frame of circular shape 560 mm internal dia |
| 15 | Construction of granular sub-base by providing graded material grading-V Material By Mix in Place Method such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading spreading in uniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 |
| 16 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification By Manual Means Using Screening (Table 400-10) Type-B (11.2 mm aggregateincluding spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). |
| 17 | Suppling and Laying in the Type II, (100 mm thickness) inter locking of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. system should be as per design requeirment or instruction of E-I-C. |
| 18 | Providing and fixing at or near ground level precast Cement Concrete Kerb 350 m.m. wide , 150 mm thk & 450 mm height as per drawing with mix design of M-35 grade concrete without reinforcement, fixing as per approved pattern and setting in position at site after cutting and preparing the bed grade and slopes by laying Plain cement concrete and filling the joint with the cement mortar 10 m.m. thick 1:3 having laid in a finished base with 100 m .m. medium sand filling in bottom all complete in road side medians and footpath side as per direction of Engineer in Charge. |
| 19 | Providing and fixing at or near ground level precast Cement Concrete channel 300 m.m. wide , 100 mm thk & 500 mm individual length as per drawing with mix design of M-35 grade concrete without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying lime concrete ( 18 :36 :100 ) with jhama khoa and filling the joint with the cement mortar 10 m.m. thick 1:3 having laid in a finished base with 100 m.m. medium sand filling in bottom 100 mm upward from kerb stone bottom all complete in road side medians and footpath side as per direction of Engineer in Charge. |
| 20 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 21 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 22 | SUB TOTAL |
| 23 | GST @ 18% over Sl. No. 1 to 21 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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