Tender For Remodeling Of Lambi Disty From Rd 0 To 5700 Tail Offtaking Rd 398000/L Bhakhra Main Branch
Tender Value
25.37 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
20 days left
EMD
50752
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sirsa → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Remodeling Of Lambi Disty From Rd 0 To 5700 Tail Offtaking Rd 398000/L Bhakhra Main Branch
BOQ
| Sl. No. | Item Description |
| 1 | Supply of APM block |
| 2 | Credit of Old dismantled Bricks |
| 3 | Laying of 150 micron thick polythene sheet as per CADA authority (Drived rate) |
| 4 | Supply of 150 micron thick polythene sheet as per CADA authority |
| 5 | Item Description HSR Item |
| 6 | [14.16.1]Extra allowance for form work in concrete lining 1. In Bed [Through Rate] |
| 7 | [14.18]Filling expansion joints, with special impervious hot pour, 12.5 mm wide. [Through Rate] |
| 8 | [14.24.1]Earth work for `Lip-cutting` for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means. 1. 0 to 1.5m depth. [Through rate] |
| 9 | [14.48]Fixing control points by Differential Global Position System (DGPS) instrument at every One Km. along the both side of canal including collection of necessary data etc [Material Rate] |
| 10 | [14.55.3.1]Dismantling outlets including removal of dismantled material involving lead up to 100 metres by mechanical/mannual means:- 3.1. Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab- With H up to 0.6 m [Through rate] |
| 11 | [14.68.1.2.1]Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum as per required thickness including I0 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 1.2.1. 75mm thickness In slope Manually with form work [Through Rate] |
| 12 | [14.70]Demolishing of lining with Bricks/Tiles /Cement concrete blocks of any size manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. [Through Rate] |
| 13 | [14.71]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km . [Through Rate] |
| 14 | [14.72]Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] |
| 15 | [34.27.2]Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 2. Ordinary kilometre stone (precast) [Through Rate] |
| 16 | [34.28]Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting [Through Rate] |
| 17 | [4.12.1]Earth work in excavation by mechanical 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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate] |
| 18 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 19 | [6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 20 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] |
| 21 | [6.14.2]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 22 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] |
| 23 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 24 | [7.21.3]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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