Tender For Repair And Renovation Of Distributaries And Minors Of Digod Lift, Tehsil Digod, District Kota (Phase-Ii).
Tender Value
7.65 Crore
Estimated cost
Bid Submission
25 Aug 2026
11 days left
EMD
15.30 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
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair And Renovation Of Distributaries And Minors Of Digod Lift, Tehsil Digod, District Kota (Phase-Ii).
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 | 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 For depth above 15 cms but upto 30cms having(i) unlined section |
| 3 | Dismantling cement concrete lining including disposal of material within 50 m lead, inclusive of de-watering wherever required of thickness 7.5 cm |
| 4 | 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 Hard / dense soil |
| 5 | 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 upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc (i) Depth upto 1.5 m |
| 6 | 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. lead beyond 250m and upto 750m (for average ½ km)Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95% |
| 7 | Deduct in item no16(a) to (d) above if Standard Proctor's density to be achived is at least 95% |
| 8 | Compaction of earth or highly weathered strata (b) By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.(i) at least 95% of Standard Proctor's density |
| 9 | Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km |
| 10 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for (a) Bed |
| 11 | Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (b) side slopes |
| 12 | 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 |
| 13 | Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect |
| 14 | Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work. |
| 15 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: (a) In bed |
| 16 | Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: (b) in sides |
| 17 | Providing and laying under drainage below canal lining consisting of porous concrete of mix ratio 1:4 (1 cement: 4 course aggregate) 75 mm diametre, 300 mm long supported by 75 mm thick layer of coarse aggregate 12.5 mm to 40 mm size and 50 mm thick layer of sand. |
| 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 20 mm 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 bed of thickness. (b) 7.5 cm |
| 19 | Providing and laying cast in situ plain cement concrete design mix M15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming toIS-383-1970 ,including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing ofconcrete lining ,cutting of grooves for construction joints, complete as perpecification with all leads and lifts ofc onstruction material complete for canal side of thickness.(b)7.5cm |
| 20 | Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. |
| 21 | Side shuttering including propping etc. complete (to achieve finish F 2 for :(c)Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 22 | Providing and Layingin position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar1:3(1 cement:3 coarsesand) and making good the joints excluding the cost\ of centering, shuttering and reinforcement. Wellgraded crusher broken stone aggregate of maximum size upto;20mm |
| 23 | 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)20 mm |
| 24 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 &400-13 and MoRTH specification Clause 406 By Mechanical Means with a lead of 1 KM. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 25 | Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed. |
| 26 | Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone) |
| 27 | Construction of Pucca bench mark, muttam of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads & lifts. |
| 28 | Preparation of foundation of structure including removal of all loose stones, silt and final washing. By manual labour |
| 29 | Providing and Laying 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 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 20 mm |
| 30 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove |
| 31 | Centring shuttering for Piers, galleries, barrels, curved surface, arches, circle, or ducts etc, upto 5m height from bas/ floor level ( to achieve F2 finish) as per technical specification. |
| 32 | Add extra over item No. 1c, 1d,2 and 3 for centering and shutterring for each additional 1m height or part there of above initial height of 3.0m from base/floor level. |
| 33 | Side shuttering including propping etc. complete (to achieve finish F 2 for : (b)Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc. |
| 34 | 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: 75 mm |
| 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 | Supplying of M.S. reionforcement 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 :1786-1985) |
| 37 | 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. NP3 200mm |
| 38 | 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. NP3 250mm |
| 39 | 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. NP3 300mm |
| 40 | 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. NP3 450mm |
| 41 | Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: |
| 42 | 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. In cement sand mortar 1:5 |
| 43 | Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. |
| 44 | Grading roof for water proofing treetment with water prooffing compound ( 1 cement : 2 Course sand : $ graded stone aggregate 20 mm nominal size ) |
| 45 | White washing with lime to give an even shade including all scaffolding: New work (three or more coats) |
| 46 | Colour washing of all shades to give an even shade including all scaffolding: New work (two or more coats) with a base coat of white washing with lime. |
| 47 | Construction of boundary wall of Brick/ stone masonry as per enclosed GAdrawing, scope of work and technical specifications complete work in allrespect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 48 | Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as perdesign and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 49 | Supply , Installation,testing & comminsioning of MNRE approved grid tied solar pannels with invertor,meter,cable etc, suitable for rooftop installation as well as utility scale solar power projects with 25 years of linear generation warrenty. Work includes designing of solar pannel area & MS frame & foundation on ground/roof of pump house or CWR ,showing arrangements of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. Grid tie transformer less inverters, Multiple independent MPPTs,Peal efficiency of >98%.Connect up to multiple strings Pv arrays, EASY & fast connetion, Built-in string-level monitoring, IP65 protection level, Wifi/ internet based remote monitoring with 5 years warrantey.All cabling up to panel and meter, earthing etc. required accessries and taxes are inclusive. The Work shall be executed as per detailed technical specification, approved drawing and direction of engineer in charge. Note:- There shall be 5 years service warranty for panel,inerter,meter,cable, etc. and suitable provision shall be included in tender document.Solar panels more than 10KW and up to 50KW at a single location As per General gudelines for Solar based Mirco Irrigation Scheme Pumps / i.e. 100 % x 370 |
| 50 | Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement inAqueduct troughs, syphon conduts, box type sluice barrels, domes, spiral shafts, or stair cases, (thin wall section and ogee creast baffle or chute blocks &sill, buckets, projected copings, extented sill extra. |
| 51 | Supply & fixing 6mm thick rubber water seal of approved quality in construction /contraction joints as per drawing complete in all respect 200 mm wide. |
| 52 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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