Tender For Interconnection Works In Various Water Supply Scheme Under Sub Division Rani Annual Rate Contract Basis (On Revised Phed Bsr 2023-24 (April 2026) Exclusive Of Gst And Approve O&M Bsr Jodhpur 2020)
Tender Value
60 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
6 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pali → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Interconnection Works In Various Water Supply Scheme Under Sub Division Rani Annual Rate Contract Basis (On Revised Phed Bsr 2023-24 (April 2026) Exclusive Of Gst And Approve O&M Bsr Jodhpur 2020)
BOQ
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (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. 80 mm |
| 2 | 100 mm |
| 3 | 150 mm |
| 4 | 200 mm |
| 5 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (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. 100 mm |
| 6 | 150 mm |
| 7 | 200 mm |
| 8 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). All End Socketed Up to 300 mm Diameter |
| 9 | Above 300mm and up to 600 mm diameter |
| 10 | Above 600 mm diameter |
| 11 | All End Flanged Up to 300 mm Diameter |
| 12 | Above 300mm and up to 600 mm diameter |
| 13 | Above 600 mm diameter |
| 14 | Single Flange/ MJ Collar Up to 300 mm Diameter |
| 15 | Above 300mm and up to 600 mm diameter |
| 16 | Above 600 mm diameter |
| 17 | Double Flange Pipe (up to 1 mtr. length) Up to 300 mm Diameter |
| 18 | Above 300mm and up to 600 mm diameter |
| 19 | Above 600 mm diameter |
| 20 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to 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 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, commissioning 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 may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6 63 mm dia |
| 21 | 75 mm dia |
| 22 | 90 mm dia |
| 23 | 110 mm dia |
| 24 | HDPE PE-100 PN-6 63 mm dia |
| 25 | 75 mm dia |
| 26 | 90 mm dia |
| 27 | 110 mm dia |
| 28 | HDPE PE-80 PN-10 90 mm dia |
| 29 | 110 mm dia |
| 30 | HDPE PE-100 PN-10 90 mm dia |
| 31 | 110 mm dia |
| 32 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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 of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6 125 mm dia |
| 33 | 140 mm dia |
| 34 | 160 mm dia |
| 35 | 180 mm dia |
| 36 | 200 mm dia |
| 37 | HDPE PE-100 PN-6 125 mm dia |
| 38 | 140 mm dia |
| 39 | 160 mm dia |
| 40 | 180 mm dia |
| 41 | 200 mm dia |
| 42 | HDPE PE-80 PN-10 125 mm dia |
| 43 | 140 mm dia |
| 44 | 160 mm dia |
| 45 | 180 mm dia |
| 46 | 200 mm dia |
| 47 | HDPE PE-100 PN-10 125 mm dia |
| 48 | 140 mm dia |
| 49 | 160 mm dia |
| 50 | 180 mm dia |
| 51 | 200 mm dia |
| 52 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 53 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 54 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 55 | Add extra for trenches for every additional lift over item no 4.1 Above 1.5 mtr and up to 3.0 mtr. |
| 56 | Above 3.0 mtr and up to 4.5 mtr. |
| 57 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: Ordinary rock |
| 58 | Hard rock (requiring blasting) |
| 59 | Hard rock(blasting prohibited) |
| 60 | Add extra for trenches for every additional lift over item no 4.3 Above 1.5 mtr and up to 3.0 mtr. |
| 61 | Above 3.0 mtr and up to 4.5 mtr. |
| 62 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 63 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Bituminous courses |
| 64 | Granular courses |
| 65 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 66 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 67 | Plain cement concrete pavement of M-30 Grade |
| 68 | Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm) and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately.For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 69 | Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately.For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 70 | Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately.For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 71 | P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. |
| 72 | P & F Bib cock (IS : 8931 mark), superior quality of approved make, chrome plated with complete brass body including brass handle with wt. 300 to 325 gm.15 mm nominal bore. |
| 73 | Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 74 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 75 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008) PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 76 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW |
| 77 | 100 mm HW |
| 78 | 125 mm HW |
| 79 | 150 mm HW |
| 80 | 200 mm HW |
| 81 | Providing, lowering, laying, aligning, fixing in position CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast iron generally conforming to (IS13095/1991amended up to date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in Teflon bearing including C.C. foundation/ structural steel support, material, labour, testing along with pipe line and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Butterfly Valve PN-1.0 100 mm dia ( With lever operated) |
| 82 | 125 mm dia ( With lever operated) |
| 83 | 150 mm dia ( With lever operated) |
| 84 | 200 mm dia (With Gear Operated) |
| 85 | 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: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 80 mm dia |
| 86 | 100 mm dia |
| 87 | 125 mm dia |
| 88 | 150 mm dia |
| 89 | 200 mm dia |
| 90 | 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: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0 15 mm S-1 Type |
| 91 | 25 mm S-1 Type |
| 92 | 40 mm S-1 Type |
| 93 | 50 mm S-2 Type |
| 94 | Class PN 1.6 15 mm S-1 Type |
| 95 | 25 mm S-1 Type |
| 96 | 40 mm S-1 Type |
| 97 | 50 mm S-2 Type |
| 98 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve 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.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - 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: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.040 mm |
| 99 | 50 mm |
| 100 | 80 mm |
| 101 | 100 mm |
| 102 | 150 mm |
| 103 | 200 mm |
| 104 | Class PN 1.6 40 mm |
| 105 | 50 mm |
| 106 | 80 mm |
| 107 | 100 mm |
| 108 | 150 mm |
| 109 | 200 mm |
| 110 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 80 mm dia |
| 111 | 100 mm dia |
| 112 | 125 mm dia |
| 113 | 150 mm dia |
| 114 | 200 mm dia |
| 115 | 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 per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 116 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.080 mm dia |
| 117 | 100 mm dia. |
| 118 | 125 mm dia. |
| 119 | 150 mm dia. |
| 120 | 200 mm dia. |
| 121 | Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers. for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 122 | In all type Soil |
| 123 | 80 mm to 110 mm |
| 124 | 125 mm to 165 mm |
| 125 | 200 mm to 300 mm |
| 126 | Add on above item no. 1.9.1 for B.T. Road 5% (1.9.1.1) |
| 127 | Add on above item no. 1.9.1 for B.T. Road 5% (1.9.1.2) |
| 128 | Add on above item no. 1.9.1 for B.T. Road 5% (1.9.1.3) |
| 129 | Add on above item no. 1.9.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.9.1.1) |
| 130 | Add on above item no. 1.9.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.9.1.2) |
| 131 | Add on above item no. 1.9.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.9.1.3) |
| 132 | Add on above no. 1.9.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.9.1.1) |
| 133 | Add on above no. 1.9.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.9.1.2) |
| 134 | Add on above no. 1.9.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.9.1.3) |
| 135 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 136 | In all type Soil |
| 137 | 80 mm to 100 mm |
| 138 | 125 mm to 150 mm |
| 139 | 200 mm to 300 mm |
| 140 | 350 mm to 450 mm |
| 141 | 500 mm to 600 mm |
| 142 | Add on above item no. 1.10.1 for B.T. Road 5% (1.10.1.1) |
| 143 | Add on above item no. 1.10.1 for B.T. Road 5% (1.10.1.2) |
| 144 | Add on above item no. 1.10.1 for B.T. Road 5% (1.10.1.3) |
| 145 | Add on above item no. 1.10.1 for B.T. Road 5% (1.10.1.4) |
| 146 | Add on above item no. 1.10.1 for B.T. Road 5% (1.10.1.5) |
| 147 | Add on above item no. 1.10.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.10.1.1) |
| 148 | Add on above item no. 1.10.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.10.1.2) |
| 149 | Add on above item no. 1.10.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.10.1.3) |
| 150 | Add on above item no. 1.10.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.10.1.4) |
| 151 | Add on above item no. 1.10.1 for C.C. Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. 15% (1.10.1.5) |
| 152 | Add on above no. 1.10.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.10.1.1) |
| 153 | Add on above no. 1.10.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.10.1.2) |
| 154 | Add on above no. 1.10.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.10.1.3) |
| 155 | Add on above no. 1.10.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.10.1.4) |
| 156 | Add on above no. 1.10.1 item if depth of pipeline is above 1.5 mtr and up to 3.0 mtr. 20% (1.10.1.5) |
| 157 | Labour charges for removal of complaint of polluted water supply to the consumers |
| 158 | Survey of the locality of polluted water supply for preliminary assessment of source of pollution during supply hours Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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