Tender For Rehabilitation Of Parbati Main Canal System From Rd 9754M To 40081M Of Parbati Dam District Dholpur
Tender Value
26.80 Crore
Estimated cost
Bid Submission
16 Nov 2026
4 days left
EMD
53.60 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dholpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation Of Parbati Main Canal System From Rd 9754M To 40081M Of Parbati Dam District Dholpur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Oct-2026 | Date Corrigendum | Date | 16-Nov-2026 |
| 2 | 28-Oct-2026 | Corrigendum 01 | Technical Bid | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/ Ipomoea, Juliflora typna etc.on canal and bunds in dry/ moist/ slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. |
| 2 | Ordinary |
| 3 | For dowels and outer slopes. |
| 4 | Dismantling cement concrete lining including disposal of material within 50m lead, inclusive of dewatering wherever required. Of thickness 7.50 cm |
| 5 | Dismantling of masonry with care inclusive of de-watering wherever required. (a)Dry stone masonry or pitching |
| 6 | Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. |
| 7 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect (b) Hard / dense soil |
| 8 | Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm |
| 9 | preparation and dressing the subgrade including removal of irregularities upto 7.5 cm in soil, morrum mixed with pebbles, small boulders or highly weathered rock for. |
| 10 | (a) Bed |
| 11 | (b) side slopes |
| 12 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work |
| 13 | Providing and laying cast in situ concrete sleepers 15cmx7.5c min bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: |
| 14 | (a) Canal Bed |
| 15 | (b) Canal side |
| 16 | 750 micron thick HDPE Geo membrane as water proofing layer: 750 micron thick HDPE Geo membrane textured (Both side) as water proofing layer: Supply of HDPE liner 1 mm thickness manufactured as per GRIGM 13 standards complete at site. Testing of HDPE Geo membrane should be done as per specifications of GRIGM13 from independent approved lab. |
| 17 | Supply, laying and fixing of G.I. Chain link wire mesh of 10cmx10cm of 12 gauge for concrete work / concrete lining work in canal, including cutting, stepples required for fixing wire mesh strips, placing in position complete in all respect as per drawing, specification and as per direction of Engineer-in-charge (This item is used only repair & rehabilitation of old canal having exsiting side slope 1:1) |
| 18 | Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal of thickness. |
| 19 | Canal Bed 7.5 cm by paver |
| 20 | Canal side Slope 7.5 cm by paver |
| 21 | Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal of thickness. |
| 22 | Canal Bed 7.5 cm by Mannual |
| 23 | Canal side 7.5 cm by Mannual |
| 24 | Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing try angular synthetic fibre 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts. |
| 25 | Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. |
| 26 | Providing and Laying in position of Cement concrete Design mix M 20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 (1cement: 3coarse sand)and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; (For mix design Cement content considered 400 kg/ cum of concrete 20 mm Rs175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori ) is used after prior calibration in presence of Departmentle engineer and proper sealing of controlled display unit. |
| 27 | Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. (b)Tor or ribbed bars (IS :1786-1985) |
| 28 | Centring and shuttering for slabes, beams, lintels, columns trough with or without caps and base including propping and remove. |
| 29 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. (a) In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) |
| 30 | Brick masonry (using well burnt clay bricks of size 230 x110 x70 mm, class designation 75 as per specification) upto plinth including all leads of all construction materials including curing etc. complete. |
| 31 | Providing and laying cement concrete coping in (1:2:4) with maxium size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of 75 mm. |
| 32 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 20mm thick. |
| 33 | Supplying and laying quarry spalls properly graded but not more than 10 cm in size with spreading in required profile including all leads & lifts |
| 34 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. completeon firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete inall respect as per specifications Size 2.00 M x 2.00 M |
| 35 | Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect (a) Earth / Soil |
| 36 | Earth work in rough (borrow area) excavation for embankments inhard soil, morrum or highly weathered strata dry or moist, including laying in 20cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller /pneumatic tyred roller to obtain dry density of at least 95%of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. up to 4.75km |
| 37 | By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/ vibro compactor / vibro sheep foot compactor requiredasper site condition to obtain dry density of. (i) at least 95% of Standard Proctor's density |
| 38 | Watering of earth including cost of carriage of water when source of water is Beyond 250 m but up to 1 Km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Nov 16, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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