Tender For Renovation Of Road From Radhaballavpur Sony Mondir To Bamangachi Naskar Para Tetultala Via Radhaballavpur Vestes Land.
Tender Value
3.09 Crore
Estimated cost
Bid Submission
03 Oct 2026
19 days left
EMD
6.19 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
24 Paraganas South → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Road From Radhaballavpur Sony Mondir To Bamangachi Naskar Para Tetultala Via Radhaballavpur Vestes Land.
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ At Par BoQ_Ver4.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) At Par (=) Tender Inviting Authority: SUPERINTENDING ENGINEER, CIRCLE NO. III, R&B SECTOR, KMDA. Name of Work: Renovation of road from Radhaballavpur Sony Mondir to Bamangachi Naskar Para Tetultala via Radhaballavpur Vestes Land. Contract No: 68/SE/C-III/R&B/KMDA of 2026-27; Dt.- 03 /09/2026 (Sl No 02) Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Descriptions of Items Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P TOTAL AMOUNT With Taxes in Rs. P TOTAL AMOUNT With Taxes in Rs. P TOTAL AMOUNT In Words |
| 2 | Excavation in Soil by Manual Means Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts andlead upto 1000 metres (Reference to MoRT&H's specification clause 301). |
| 3 | 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). |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | 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).a) By Fine Sand |
| 6 | 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'sspecifications 1300 & 2200). |
| 7 | 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). |
| 8 | By Mix in Place MethodConstruction of granular sub-base by providing graded materials 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 mix in place method with rotavator 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 desired density, complete as per clause 401 for grading-IV Material |
| 9 | Concrete Block PavementSupplying and Laying in the particular pattern 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. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.a) Type - I (80 mm thickness) inter locking system |
| 10 | 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). E)RCC Grade M25 I) With using concrete mixer |
| 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). A)PCC Grade M15 I) With using concrete mixer |
| 12 | 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,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). |
| 13 | Protection of embankment with walling by closely driven 150 mm diameter single row eucalyptus ballah each of 5000 mm total length, driven 3200 mm into ground or bed of pond / water body in standing water condition, @ 250 mm center to center with 1800 mm exposed height, including fittings of three numbers half split 100 mm diameter eucalyptus bullah Runner along full length of the walling, including 100mm diameter eucalyptus bullah tie of 2500 mm. in length, fitted @ 2250 mm center to center with Tie-post anchoring by driving 100mm diameter eucalyptus bullah Tie post of 1650mm. in length, 1500 mm length driven into ground on the road side @ 2250mm centre to centre, 2 (Two) coats coal tarring on Eucalyptus bullah used complete as per direction including the cost of supplying eucalyptus bullah, nails, bolts, wires, etc. and labour charges for cutting bullah, driving charges for driving ballah into ground, fitting, fixing charges for Runner & Tie, including excavation charges, carriage & labour charges complete in all respect as per direction of Engineer-in-Charge.(Diameter of pile to be measured at a distance of 1.5m from the thicker end and Payment will be made on finished length of walling complete as per specification & direction of Engineer-in-Charge.) |
| 14 | Supplying empty cement bags in good condition & filling empty cement bags with earth and placing them in position including tying or sewing mouth (cost of thread included) and all incidental charges complete including cost of earth and gunny bags. |
| 15 | GST @ 18 % on sl.no. 01 to Sl No 13 |
| 16 | Cess @ 1 % On sl.no. 01 to Sl No 14 Total in Figures 30969032.59 28501344.88 INR Two Crore Eighty Five Lakh One Thousand Three Hundred & Forty Four and Paise Eighty Eight Only Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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