Tender For Repair And Renovation Work Of Borkhed Talab, Dhikva Naka Talab And Baro Ka Kuwa Talab, Dist.- Dungarpur. (E_Nit_02/2026-27)
Tender Value
4.28 Crore
Estimated cost
Bid Submission
10 Sep 2026
12 days left
EMD
8.58 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dungarpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Renovation Work Of Borkhed Talab, Dhikva Naka Talab And Baro Ka Kuwa Talab, Dist.- Dungarpur. (E_Nit_02/2026-27)
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. (a)Ordinary |
| 2 | 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. (b)Thick |
| 3 | 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 (c) For dowels and outer slopes. |
| 4 | Removal of slit/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect (b)(ii) for depth above 15 cm but below 30cm in lined canal |
| 5 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (b)Hard / dense soil |
| 6 | Excavation including loading unloading disposal and dressing of excavated rock with in initial lead of 50m and lift up to 1.5 min dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.(a)Soft / Disintegrated rock |
| 7 | Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of dewatering wherever required.(b) In cement mortar |
| 8 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. (b) In cement sand mortar 1:4 |
| 9 | Preparation of foundation of structure including removal of all loosestones, silt and final washing.(a) By manual labour |
| 10 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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; (d)20mm |
| 11 | Providing andLaying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1cement : 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; (d)20mm |
| 12 | Prepration of old masonry surfaces before laying of further masonry orconcrete over it by cleaning the surface and mortar joints with brushingand raking finally, washing by compressed air & water under pressure. |
| 13 | Dismantling old plaster or skirting, racking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 m lead, inclusive of de-watering wherever required. |
| 14 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of allconstruction materials of thickness: b) 20 mm |
| 15 | Dismantling cement concrete lining including disposal of material within50 m lead, inclusive of de-watering wherever required.c) 5.0cm |
| 16 | Cement concrete lining of nominal mix (1:3:6) with, upto 20 mm sizewell graded crusher broken stone aggregate laid as per specificationsincluding all leads of all construction materials including rendering,compaction and curing etc. complete for canal bed of thickness.(b) 7.5 cm |
| 17 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: (b) 50 mm |
| 18 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.(e) 450mm RM Including labour charges NP-3 |
| 19 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.(e) 600 mm RM Including labour charges NP-3 |
| 20 | Side shuttering including propping etc. complete (to achieve finish F 2 (ii) for :© Retaining wall, counter fort, abutment, wing walls up stream or down stream slope facings of dams and open faces of construction joints etc. |
| 21 | Side shuttering including propping etc. complete (to achieve finish F 2 (ii) for :Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.. |
| 22 | 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. (ii) Tor or ribbed bars (IS :1786) |
| 23 | Drilling holes of 35 mm diameter for anchor rods.i) Upto 1.50 m depth |
| 24 | Labour charges for Fixing of anchor bars in neat cement grout includingcost of cement and curing etc. complete |
| 25 | Supply of Tor steel anchor bars of required diameter, length and shape atsite of work complete. |
| 26 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm 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 98% 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. (b) With lead beyond 250 m and up to 750 m (½ Km) Deduct in item this (d) above if Standard Proctor's density to be achived is at least 90% |
| 27 | Compaction of earth or highly weathered strata. a) By manually or plain roller. (density 90% of Proctor) |
| 28 | Watering of earth including cost of carriage of water when sources of water is (b) upto 1 km |
| 29 | Painting standard type gauge with black, red and white unwashable paints including cost of material. At sluice well |
| 30 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead up to 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 15.1 In all types soils/saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. (i) Depth upto 1.5 m |
| 31 | Compaction of earth or highly weathered strata. a) By manually or plain roller. (density 90% of Proctor) |
| 32 | Watering of earth including cost of carriage of water when sources of water is (b) upto 1 km |
| 33 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts. |
| 34 | Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts. This item is to be used only for laying filter / inverted filter |
| 35 | Supplying stone, spall and layingR.R. stonepitching, hammer dressed with packing of voids fromsmall stones including all lead&lifts, in required rofile of.(c) 23cm thickness (+ 5% thickness tolerance) |
| 36 | Flush or ruled pointing on stone masonry including racking of joints and uring etc. complete including all leads of all construction materials in mortar ratio. (a) In Cement sand mortar 1:3 |
| 37 | Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift fix wheel type sliding gate/inter changeable Stop log gates consisting of skin plate, stiffeners, horizontal girders, pulley, pulley supports,bracings, lifting lug, bracket, rubber seals, clamps plates etc., with all accessories as per relevant for Canal, sluice Vertical gates and spillway gatesincluding cost of all materials, machinery, labour, cutting, bending, aligning,anchoring, welding, seal fixing, tools and tackles etc., finishing, cleaning,applying two coat of zinc rich epoxy primer to give dry film thickness of 70± 5 microns and finish coat(two coats)of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 ± 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings complete, including packing & forwarding, transportation charges for structural steel components and other materials. |
| 38 | Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting etc., complete as per pecifications and approved drawings with all lead and lifts, including packing & forwarding (C) Head Stock screw jack type 50mm dia. threaded Nut (Model M-75), 0.750 tonne capacity, approx-45 kg weight Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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