Tender For Construction Of plain cement concrete Road From Gurupada Patras House To Shreepati Kayals House, Via. Sanatan Mondals House, Sambhu Kandars House & Gurupada Mondals House, Mouza:Shibpur Of Fraserganj Gram Panchayet, P.S.:Namkhana Under Gbd
Tender Value
87.65 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
6 days left
EMD
1.75 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas South → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of plain cement concrete Road From Gurupada Patras House To Shreepati Kayals House, Via. Sanatan Mondals House, Sambhu Kandars House & Gurupada Mondals House, Mouza:Shibpur Of Fraserganj Gram Panchayet, P.S.:Namkhana Under Gbda, Dist.:- South 24 Parganas .
BOQ
| Sl. No. | Item Description |
| 1 | Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 2 | Labour for taking out old solingedging including removing debris(b) Double flat soling |
| 3 | Earth work in excavation bymechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.2.6.1. All kinds of soil |
| 4 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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.(F) 600 mm dia |
| 5 | Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from Darma mat fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc.(ii) With bamboos of length above2.00m and upto 2.50m |
| 6 | Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 10cm. dia and 3.6m long bullah pin @0.375 mtr. c/c bullah walling of2.7m (av) below G.L. including fitting, fixing 3 nos. of 10 cm dia bullah as runner providing 1.80 mtr. long 10.0 cm dia bullah as tie bar @2.25 mtr c/c and 10.0 cm dia. and3.0 mtr. long bullah as tie post @2.25 mtr. c/c driven @ 2.5 m belowG.L. and walling with filling empty cement bags with earth and placing them in position including tying orsewing mouth including cost of thread including cost of all materials and two coat of coal tarring to all Eucalyptus bullah etc. complete including the cost of materials as per direction. |
| 7 | Excavation for Structures Earth work in excavation of foundation of structures as perdrawing 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 (Reference to MORT&H's specification 304).(Manual means & Depth upto 3.0m.) 1.(I)Ordinary soil |
| 8 | a) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layersnot exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 9 | b) Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earthin layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 10 | c) Earth work in excavation bymechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm |
| 11 | 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).c) Rate of Fine Sand (at site) |
| 12 | Supplying and laying Polythene Sheet below the PCC pavement Code:7053 - 400 G polythene sheet. |
| 13 | PCC 1:3:6 in Foundation Plain cement concrete of 1:3:6 nominal mix with crushed stoneaggregate 40 mm nominal maximum size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H's specification 1704.P.C.C. M10 grade :- |
| 14 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion. |
| 15 | Labour for laying brick edging (75mm wide) with departmental brick laid true to line and level including carriage of departmental bricks within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both sides of the edging) with spoils and ramming the same thoroughly.(b) Brick-on-end edging (250 mm) depth. |
| 16 | Labour for laying soling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints properly filled in and packed with brick joints properly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used)(The item included the cost ofobtaining local sand or powdered earth)(c) Soling with one brick-on-edge on a layer of brick flat (thickness 75 mmplus 125 mm) |
| 17 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.c) Soling or dry pavement with one brick-on-edge on a layer of brick flat(thicknass 125 mm. plus 75 mm.) |
| 18 | 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).B. PCC Grade M20 |
| 19 | Providing & Fixing Highway Grade ABS Speed Breaker (Temporary bumps)((Size 325 mm x 250 mm x 50 mm(H) in all respect )) |
| 20 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New WorkPainting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Reference to MORT&H's specification 803).(ii) Up to 10 cm in width |
| 21 | Retro-Reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). v) 60 cm x 45 cm rectangular |
| 22 | Direction and Place Identification Signs upto 0.9 sqm Size Board Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801). |
| 23 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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