Tender For Renovation Of Badbirana Minor Of Raslana Distributary Of Sidhmukh Nohar Irrigation Project
Tender Value
8.99 Crore
Estimated cost
Bid Submission
02 Sep 2026
9 days left
EMD
17.99 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hanumangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Badbirana Minor Of Raslana Distributary Of Sidhmukh Nohar Irrigation Project
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Aug-2026 | tender fee | Fee | 02-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Section: Part-1 Earthwork section |
| 2 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre Depth upto 3 metre |
| 3 | Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 4.3.2 1 KM |
| 4 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 5.1.1.1 30 Cm. to below 60 Cm. Girth |
| 5 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m 5.1.1.2 60 Cm. to below 120 Cm. Girth |
| 6 | Uprooting Juli Flora /sarkanda 5.1.5.2 Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level. |
| 7 | 6.10 Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density. |
| 8 | Dressing of earthwork. |
| 9 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; 6.3.1 Kassi work undressed. |
| 10 | Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; 6.3.2 Earthwork undressed with combined lead upto 50m. |
| 11 | Extra on earthwork for laying in 15 to 25 cms layers including Dressing & Watering as per specifications (Water to be made available by the department at one place of work site). |
| 12 | Rubbing and clearing the surface of existing brick/ tile lining to be used as subgrade both in bed and side slopes by means of wire brushes water/ air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface. |
| 13 | Section: Part-2 Lining work |
| 14 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) |
| 15 | Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board |
| 16 | Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block. |
| 17 | Brick masonry work in cement mortar 1:3 with mechanical mixer for foundation (any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300 |
| 18 | Bricks/ Tile bats of clinkers at site (350 nos. brick bats @ Rs 1500 per 1000 nos.) |
| 19 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M15 |
| 20 | 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 m as per MoRTH Specification Clause 202. By Mechanical Means Cement Concrete |
| 21 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. Cement mortar |
| 22 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick . |
| 23 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 24 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia |
| 25 | Earthwork in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) 6.21.1 In ordinary soil like sandy loam, soft clay etc. |
| 26 | Providing & Laying Cement pointing (flush or ruled) for Canal Dowel in cement mortar 1:3 on new brick work with Bikaner bajri complete in all respect. |
| 27 | Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 7.27.1 In Bed including dressing of bed, Pummping charges of water to lining heading from source and curing upto 28 days. |
| 28 | Providing & Laying M15 Grade Single PCC Block (30x15x5 Cms.) Lining consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section as per design & specifications. 7.27.2 On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days. |
| 29 | Providing & Laying in position cement concrete for Canal Dowel foundation, including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size. |
| 30 | Providing & Laying in position cement concrete for Canal Dowel, including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. |
| 31 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905. 600 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 9 daysSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender