Tender For Construction Of plain cement concrete Road From Nitai Karans House To Kalipada Dass House, Mouza:- Bijaybati Of Fraserganj Gram Panchayet, P.S.:- Namkhana Under Gbda, Dist.:- South 24 Parganas
Tender Value
60.59 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
6 days left
EMD
1.21 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
South 24 Parganas → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of plain cement concrete Road From Nitai Karans House To Kalipada Dass House, Mouza:- Bijaybati Of Fraserganj Gram Panchayet, P.S.:- Namkhana Under Gbda, Dist.:- South 24 Parganas
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for StructuresEarth 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 (Reference to MORT&H's specification 304). 1(I) Ordinary soil1(I)A Manual Means1(I)A(i) Depth upto 3 m |
| 2 | 1(I)A(ii) Depth 3 m to 6 m |
| 3 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. (F) 600 mm dia |
| 4 | 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 above 2.00m and upto 2.50m |
| 5 | 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 of 2.7m (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. and 3.0 mtr. long bullah as tie post @ 2.25 mtr. c/c driven @ 2.5 m below G.L. and walling with filling empty cement bags with earth and placing them in position including tying or sewing 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. |
| 6 | Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift : 2.3.1 All kinds of soil |
| 7 | a)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 earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 8 | Box cutting or filling in road embankment in all sorts of soils including spreading the spoils properly over the flank as necessary or on berm to approximate grade and camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-Charge icluding uprooting and removing plants and jungles when and where necessary.(a) Depth up to 150 mm |
| 9 | 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). |
| 10 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction. (b) Brick-on-end edging (250 mm) depth |
| 11 | 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.) |
| 12 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 13 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 14 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. |
| 15 | (a) Where staging is required. |
| 16 | P.C.C (1:3:6) in Foundation Plain cement concrete of 1:3:6 nominal mix with crushed stone aggregate 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 1704.3. P.C.C. M10 grade :- |
| 17 | Brick masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:3 in sub-structure 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). |
| 18 | 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 |
| 19 | For Road Pavemet Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200). |
| 20 | For Culvert :- Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications(Reference to MORT&H's specifications1500, 1700 & 2200). |
| 21 | Supplying, binding, fixing etc. including initial straightening (HYSD reinforcement bar) 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 sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). I. SAIL/ TATA/RINL |
| 22 | Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per TechnicalSpecifications (Reference to MORT&H'sspecifications 1300 & 2200). |
| 23 | Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 24 | Providing & Fixing Highway Grade ABS Speed Breaker (Temporary bumps) ((Size 325 mm x 250 mm x 50 mm (H) complete in all respect )) |
| 25 | 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 |
| 26 | Retro-Reflectorised Traffic Signs Providing and fixing of retroreflectorised 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,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, 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 (Reference to MORT&H'sspecification 801).4(ii) 60 cm equilateral triangle |
| 27 | 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 150 mm. 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
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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