Tender For Restoration Of Nahargarh Dam And Canal Gp- Tamboliya Ps- Bhainsrodgarh, Restoration Of Kadmali Dam And Devlopment Of Micro Irrigation System In Command Area Gp Anoppuraps Begun.
Tender Value
8.34 Crore
Estimated cost
Bid Submission
21 Oct 2026
3 days left
EMD
16.69 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
Chittorgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Nahargarh Dam And Canal Gp- Tamboliya Ps- Bhainsrodgarh, Restoration Of Kadmali Dam And Devlopment Of Micro Irrigation System In Command Area Gp Anoppuraps Begun.
BOQ
| Sl. No. | Item Description |
| 1 | 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, dewatering wherever required complete in all respectHard / dense soil |
| 2 | 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, dewatering wherever required complete in all respectHard soil mixed with Kankar / boulders, Morrum |
| 3 | Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Soft / Disintegrated rock |
| 4 | Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard rock not requiring blasting |
| 5 | Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Phylite & other hard rock requiring nominal blasting |
| 6 | Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m and lift upto 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. |
| 7 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in :Phylite & other hard rock requiring nominal blasting |
| 8 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in :Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and dewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate. |
| 9 | Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect |
| 10 | Preparation of foundation of structure including removal of all loose stones,silt and final washing by manual labour. |
| 11 | 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 20 mm |
| 12 | 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 all leads of all construction materials including curing etc. complete. in cement sand mortar (1:5). |
| 13 | 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. (c) in cement sand mortar 1:5 Add extra over iten no. 1 to 7 for (a) Masonary work in superstrcture |
| 14 | Brick masonry (using well burnt clay bricks of size 230x 110x 70mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. in cement sand mortar (1:5). Add extra for superstructure brick masonry on item no 10 |
| 15 | Plaster in cement sand mortar (1:3) including racking of joints smooth finishing and curing etc. complete including all leads of all construction materials of thickness 12 mm. |
| 16 | Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove. |
| 17 | Side shuttering including propping etc. Complete (to achieve finish F2 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. |
| 18 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc |
| 19 | Side shuttering including propping etc. Complete (to achieve finish F2 for.Retaining wall ,counter fort, abutment, wing walls upstream or down-streams lope facings of dams and open faces of construction joints etc. |
| 20 | Supplying of MS 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 Tor or ribbed bars (IS1786) |
| 21 | Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 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 upto20 mm (For mix design Cement content considered 400 kg/cum of concrete) |
| 22 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation raft, beams, column bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete) |
| 23 | Providing and fixing fully panelled /partly panelled double leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure „A‟ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces : 35 mm thick Shesham wood grade I |
| 24 | Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick Shesham wood grade I |
| 25 | Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). |
| 26 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. |
| 27 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding New work (two or more coats) over and including scrapping and priming coat with cement primer. |
| 28 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with CP brass long band . |
| 29 | P & F Universal (anglo-Indian type) white glazed vitreous china W.C. pan 1st quality (IS 2556 Marked ) with P or Strap including cutting and making good the wall and floor. |
| 30 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall.Size 510 mm x 400 mm |
| 31 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers.Size 600 x 450mm x 4 mm thick |
| 32 | P & F Extension Pipe for bib cocks of approved quality/make. C.P. brass of heavy & superior quality 50 x 15 mm |
| 33 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:15mm dia Nominal Bore B class |
| 34 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors:20mm dia Nominal Bore B class |
| 35 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make C.P. Brass bib cock,15mm nominal bore. |
| 36 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 37 | Providing and fixing 1st quality standard Marble printed/ Granite Shade or Light/dark shad glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 600mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar),thickness 7mm to 8mm. |
| 38 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade ofthe tile complete (including the cost of cement mortar bed 1:4). |
| 39 | Precast terrazo tiles of approved make, 20mm thick with marble chips of size upto 6mm laid in floors, and landing, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete on 20mm thick bed of cement sand mortar 1 : 4. Light shade using white cement |
| 40 | 180cm high fencing with angle iron post 55x55x6mm. placed at every 3Mtr. apart 45cm. in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every tenth post to be strutted with 55x55x6mm. angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete. |
| 41 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC trunking & it's accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded UPVC Modular Box , 6 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. shortpoint (upto 3 Mtr) |
| 42 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC trunking & it's accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded UPVC Modular Box , 6 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. medium point ( Upto 6 Mtr) |
| 43 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class copper earth conductor 1.1 kV grade (IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC trunking & it's accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded UPVC Modular Box , 6 A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose/holder /3 way Connector, screws, making connections, testing etc. as required. long point (Upto 10 mtr) |
| 44 | Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible class 2 copper earth conductor 1.1 kV grade(IS:694) on surface ISI marked ( IS:14927 P - II ) UPVC Trunking & it's accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal/ Surface Moulded virgin material UPVC Modular Box, modular 6A switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. On Board |
| 45 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 25 sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required.Single pole MCB (With B/C curve tripping Characteristics) 40 A rating |
| 46 | Providing & Fixing of copper of wounded with class of Insulation F double ball bearing capacitor start, aluminium body & blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 with down rod up to 30 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. (Service value will be preferred over star rating)1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ) |
| 47 | SITC of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output only at CW(5700 K TO 6500 K), internal surge protection of 4.00 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) as required. 570mm (+/-10%) batten with min. lumen output 1000 lm. |
| 48 | SITC of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt outputonly at CW (5700K to 6500K) , internal surge protection of 2.5 KV,THD < 15% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) as required.600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing |
| 49 | P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. 5 mm thick |
| 50 | SITC of engery efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI >70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) as required. 15 Watt |
| 51 | Providing & Fixing of IS 11037 marked non modular socket size flush type 100 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial grade Polycarbonate material including making connection testing etc. as required. |
| 52 | Supplying and laying FR PVC insulated & unsheathed flexible copper conductor of following nominal sizes with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. 2 x 2.5 sq. mm. + 1x1.5sqmm |
| 53 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed / Acrylic) Distribution board with Metal end box made out from Galvanized steel / CRCA sheet, powder coated conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, complete with 100 amp. insulated copper bus bar/shorting link , brass neutral link with shrouds, brass earth link , door earthing arrangement, color coded interconnecting wire set of minimum 10.0 sqmm size and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. Metal door (single phase) IK-09 and IP-43 with Metal end box 8 Way |
| 54 | Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core 1.5 Sq.mm copper conductor ,making connections, testing etc. as required. 230 mm sweep, Minimum air delivery 750 Cum / hour |
| 55 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.0200 mm dia |
| 56 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST..Class PN 1.615 mm S-1 Type |
| 57 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST..Class PN 1.625 mm S-1 Type |
| 58 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST..Class PN 1.640 mm S-1Type |
| 59 | Supplying, laying, jointing, testing and commissioning of Diaphragm Type Flow Control Valve With Electrical Actuator suitable for SCADA (PN 1.6 ) for different pipe sizes as under.80 mm |
| 60 | Supplying, laying, jointing, testing and commissioning of Diaphragm Type Flow Control Valve With Electrical Actuator suitable for SCADA (PN 1.6 ) for different pipe sizes as under.125 mm |
| 61 | Supplying, laying, jointing, testing and commissioning of Diaphragm Type Flow Control Valve With Electrical Actuator suitable for SCADA (PN 1.6 ) for different pipe sizes as under.150 mm |
| 62 | Supplying, laying, jointing, testing and commissioning of Diaphragm Type Flow Control Valve With Electrical Actuator suitable for SCADA (PN 1.6 ) for different pipe sizes as under.200 mm |
| 63 | Cost of hydro electro mechanical works including pumps, motors, mud pumps, trash rack, screens, all valve arrangement, flow / pressure meter, water level recorder, control panel within the pump house and supply & installation of transformer (with one standby) etc. can be taken @ Rs 25000 per kw of capacity of total pumps (including standby capacity). This is excluding the cost of electric transmission line from GSS / Grid to the pump house. |
| 64 | Cost of primary filteration (if required) including siltation chamber, hydrocyclone filter with isolation valve & manifold etc. arrangement, cost estimate can be prepared or it can be taken @ Rs 2000 per Ha CCA for estimation purpose only. Primary filteration can filter material up to 200 micron particles. |
| 65 | Cost of secondary filteration system including auto clean screen / disc filter having interconnecting manifold between filters in high quality MS pipe as per relevent IS standard, duly fabricated & external surface duly epoxy painted to 150DFT including DP switch and controller and battery backup. Providing and fixing Inlet, Outlet, Bypass Butterfly Isolation valves & Check valve in CI, PN10 Wafer type and counter flanges in ANSI B 16.5# 150 for designed discharge cost estimate can be prepared or it can be taken @ Rs 4000 per Ha CCA for estimation purpose only. Secondary filteration for micro irrigation is required to filter particle size up to 130 micron. |
| 66 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISI marked Pipes as per IS-4984: l995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid. separately. Supply upto 110 mm dia. in coil & above 110 mm dia straight length in 6M.HDPE PE-100 PN-8 225 MM Dia |
| 67 | Manufacturing,supplying,lowering,laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates I coils,confirming to IS3589-200 Iorits latest revision/amendmendment, for following thickness and inside diameter including all taxes, transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials (Tee,bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-Charge; (excluding earthwork, internal lining and outer coating). Note: Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.a(iii) Outer dia of Pipe 219.10 mm and thickness 4 mm |
| 68 | Providing and applying Spray applied, 100% Solids (Solvent free) Two Component PU ( Polyurethane) coating as per AWWA C222 Standard on external surface of M.S. Pipe including preparation of pipe outer surface as per SSPC-SPIO/NACE No 2 near white blast cleaning. Anchor profile obtained shall be more than 75 microns, including field joints coating at site complete as per technical specification and direction of Engineer in Charge. Note:(i) PU external surface coating on MS pipes shall be factory applied only.(ii) Rates are for single coat of PU of thickness 625 microns. |
| 69 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C2 I0 standard including preparation of internal surface of pipe by cleaning as per ISO 8502-3 and abrasive blasting to a surface finish to SA 2.5 to DIN, ISO 8501-1 and surface profile of 50 to 75 microns as per DIN-ISO 8503- 4, including field joints coating at site complete as per technicalspecification and direction of Engineer in Charge. Liquid Epoxy shall be NSF/WRAS approved for drinking water.Note: (i) Liquid epoxy lining on internal surface of MS pipe shall be factory applied only.(ii) Dry Film Thickness (DFT) shall be minimum 406 microns with tolerance +200 & -0 microns. |
| 70 | Providing & Laying XLPE insulated & P.V.C. sheathed Armoured Aluminium cable confirming to IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing commissioning etc. as required of following size. 25 sq.mm 3.5 Core |
| 71 | Providing & Laying XLPE insulated & P.V.C. sheathed Un-Armoured Aluminium cable confirming to IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %, sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing commissioning etc. as required of following size. 16 sq.mm 4 Core |
| 72 | Plate Earthing as per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, Heavy duty weather proof poly-propylene earth inspection chamber as per requirement of IS/IEC 62305 and tested as per IEC 62561-5 with lockable Jam free lid suitable for safe working load 60 kN of round / square size 250 mm, and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required. |
| 73 | Operation and maintenance of already installed pumping machinary including repairing of pump set, electric panel etc. |
| 74 | Operation and maintenance of various size HDPE pipe line including patrolling, dewatering, T & P, transportation of jointing material, reparing of pipe line, removal of choking of pipe line and operation of valve etc. |
| 75 | Employing patwari for recording irrigation,assessing cultivatorwise demand , collecting irrigation revenue and electric bill of pump house and depositing the revenue in the bank and bill amount in the AVVNL Office , framing Barabandi , issuing water slips to cultivators , enforcing barabandi and reporting against defaulters according to Rajasthan Farmers Participation in Irrigation Management Act 2000 , Maintaining equipments and records according to RFPIM 2000 and imparting three sessions of training in one year to members of WUA for operation and maintenance of sprinkler system and various records as per RFPIM 2000 |
| 76 | Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required),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 (For mix design Cement content considered 320 kg/ cum of concrete) 20mm. |
| 77 | Supplying, laying, jointing, testing and commissioning of buried HDPE PE 100 grade, pipe net work within the chak upto Hydrant (Av. chak size up to 200 Ha, sub chak 12.5-15.0 Ha and Hydrant at every 1.25 Ha to 1.5 Ha) including fittings / specials as per approved design & drawings and fulfilling IS code/mannuals specification. This item is including excavation, refilling, ramming and disposal of extra excavated material. This item is for water allowance @ 4.0 cusec / 1000 acre and pipe line terminating at Hydrant emanating water @ 20 meter head.The rates are inclusive of material, lead & lift and also inclusive of all kind of taxes, levies, turnover tax, service tax, income tax, octroi, vat, panchayat tax, royalty, & contractor profit.Note: This is including cost of supply & fixing of manual operated Hydrant- outlet assembly as per the respective item, but excluding cost of safety valves, control valves and metering arrangements. |
| 78 | Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement 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, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.Rates are exclusive of GST.10.1.2 Solar panel more than 10KW & up to 50KW at single location. |
| 79 | Geo-refrencing of digitized khasra map and marking chak & sub chak of required size for micro irrigation and providing chak & sub chak wise GCA, CCA details in excel format. Soft copy with two set of Hard copy shall be provided.Rate shall be paid per Ha CCA |
| 80 | Planning of field distribution pipe network up to chak and sub chak level, hydraulic design of pipe network planning & design of outlet arrangement with drawing and Irrigation scheduling up to chak level. Chak Plan showing pipe network is to be provided in soft copy & two set of Hard copy. Rate shall be paid per Ha CCA |
| 81 | Preparation of l-section of pipe lines as per approved pipe network & hydraulic design from competent authority (showing safety valve & control valve arrangement, filteration system and other accessory if required). Design and drawing of thrust blocks, pedestals and valve chamber, are to be provided. All design, drawing should fulfill the design specification as per the tender document and IS code / relevant mannuals. Rate shall be paid per Ha CCA |
| 82 | Irrigation scheduling with timing up to subchak level is to be preapred as per approved design and revenue record. Rate shall be paid per Ha CCA |
| 83 | Planning and design of Diggie for micro irrigation system including design of intake/ sump well, pump house and other ancillary developments to be done in the campus and providing all hydro- electro mechanical designs and drawings. |
| 84 | Establishing the Bench Mark with latitude and longitude by DGPS keeping instrument stand still for a period (minimum 6 Hr) to give coordinate accurate to 1m X 1 m and level accuracy 10 mm (plus or minusis achieved) |
| 85 | 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. |
| 86 | Survey work in a grid at defined interval using Total Station / DGPS instrument and preparation of Block level plan showing all permanent features/ utilities including trees, for planning of dam/ canal / water course / pipe network alignment and superimposing it on digitalized sajra map and developing contours at interval desired by Engineer Incharge. Block level plan is to be submitted in hard copy three set and soft copy in Auto Cad format, using layer system, showing allfeatures.Note:- Khasra map will be provided by Department.(ii) In hilly / semi hilly area - Block level to be taken @ 15 meter grid |
| 87 | 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 |
| 88 | 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 no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 95%) |
| 89 | 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. (ii) at least 95% of Standard Proctor's density |
| 90 | Watering of earth including cost of carriage of water when source of water is up to 1 Km |
| 91 | 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 |
| 92 | Supplying and laying Sand of grade as per design requirement in required profile including all leads & lifts. This item is to be used only laying filter/inverted filter. |
| 93 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts |
| 94 | Supplying stone , spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts(a) 23 cm thickness (± 5 % thickness tolerance) |
| 95 | Dry boulder filling in required profile with filling or voids etc. complete including all lead & lifts, and well finished surface. |
| 96 | Coursed stone Kharanja masonry (using hammer dressed stones notless than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) up to 0.5 thickness on top of exposed face,including all leads of all construction materials including curing etc.complete. (c) in cement sand mortar 1:5 |
| 97 | 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. (b) 20mm |
| 98 | Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio.(a) In Cement sand mortar 1:3 |
| 99 | 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 (a)bed |
| 100 | Centering and shuttering for for slab,beam,lintels Column, trough with or without caps and base including propping and removing. |
| 101 | Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. b. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc |
| 102 | Supplying, Laying & consolidation of quarry rubbish/ Murrum/Murda to required grade & camber in layers not exceeding 15cm. thickness(loose) by road roller as per specifications including dressing etc. complete. |
| 103 | Making standard type cement gauge including engraving letters and painting including scaffolding etc. |
| 104 | Distance stone well dressed of required shape and size 60 cm X 23cm X 7 cm with exposed faces chiesel dressed. |
| 105 | Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material |
| 106 | Supply and fixing of sluice/regulator gatess/gunmetal liling rubber seals etc. and desired rod length, capston head, clamps for canal using MS plates, channels ,tees ,angles, girders etc. of given size and design having suitable brass/gunmetal lining rubber seals etc. and desired rod length, capston head, clamps keys , hoisting plateform, ladder support etc. complete ( excluding civil works) including painting with zink rich primer and paint and delivery at site. |
| 107 | Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth |
| 108 | Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete |
| 109 | Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. |
| 110 | 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. For poor quality. |
| 111 | Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure. |
| 112 | Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of dewatering wherever required. |
| 113 | Transfer of Dam/ Canal alignment from sajr amap to the ground and taking Levels by Autolevel or DGPS, developing L-section and X-section and submitting in hard copy three set sand soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X section to be measured for payment) L-section of Dam/ Canal (i) In semi hilly area - Levels for L-section to be taken at interval 10 meter. |
| 114 | Preparation of draw-off statement / design of canal section and all structures and if modification needed any where be suggested and incorporating it in preparation of draw-off statement, design, drawinge tc for complete canal system in all respect with material |
| 115 | Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required. From 5 to 10 m depth |
| 116 | Supplying and lowering in to holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. |
| 117 | Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc |
| 118 | Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. |
| 119 | Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) |
| 120 | Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete |
| 121 | Supply of Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty bags). |
| 122 | 37mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete /masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply15 mm cement concrete(1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS:9012 respectively. |
| 123 | ADD EXTRA GST 18% ALL CONSTRUCTION WORK Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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