Tender For Construction And Commissioning Of Tube Wells, Open Wells & Hand Pupmps.
Tender Value
50 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
9 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baran → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Commissioning Of Tube Wells, Open Wells & Hand Pupmps.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes is all type of alluvium strata uncponsolidated formation such as pebbles boulders etc. by percussion/rotary drelling methord as per IS:2800 Part 1: 1991 and IS:2800 Part II:1979 ( both amended up to date ) and technical specifications, with gravel as per IS 4097-1967 and its packing as per is :2800 (Part I & II)1979+ as amended up to date ( the work included the cost of gravel & Its primary packing an dpacking durinmg devlopment, lowering and housing & strainer assembly pipes with suppl;y and wrapping of coir-rope, wherever necessary for arresting fine sand particles and developement work , but excluding the cost of housing and strain pipe assembly). The work would be completed after obtaining sand free water . |
| 2 | Nominal bore 150 mm dia. |
| 3 | Nominal bore 200 mm dia. |
| 4 | Nominal bore 250 mm dia. |
| 5 | Add 15% extra on above item (item no2.1.1 to 2.1.3) for drilling deoth beyound 100 mtr and up to200 mtr, rate shall be applicable for only extra depth beyound 100 mtr and up to 200 mtr. |
| 6 | Add 40% extra on above item (item no2.1.1 to 2.1.3) for drilling deoth beyound 200 mtr , rate shall be applicable for only extra depth beyound 200 mtr. |
| 7 | Construction of Tube Well from ground level and up to 100 mtr depth to accommodate housing and assembly pipe in all time od alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percuusion/ rotary drellimg method as per IS:2800 Part 1:1991 and IS:2800 Part II: 1979 ( both amended up to daTE ) and technical specificationms for remove of overburden. The work includes the cost of lowering of casing pipe, but exculdes the cost of casing pipe. |
| 8 | Nominal bore 200 mm dia. |
| 9 | Nominal bore 250 mm dia. |
| 10 | Add 15% extra on above item (item no2.2.1 to 2.2.2) for drilling deoth beyound 100 mtr , rate shall be applicable for only extra depth beyound 100 mtr. |
| 11 | Construction of tube well after completion of drelling by rotary/ percussio0n method & up to 100 mtr. Depth in all type of rocks byDTH system as per IS:2800 Part1:1991 and IS:2800 Part II: 1979 ( both amended up to date) and technical spicifications. The work shall be demed completed only after obtaining sand free water. Thebore well should have a throughtout nominal sizeb bore beyound casing pipe |
| 12 | Nominal bore 150 mm dia. |
| 13 | Nominal bore 200 mm dia. |
| 14 | Nominal bore 250 mm dia. |
| 15 | Add 15% extra on above item (item no2.3.1 to 2.3.3) for drilling depth beyound 100 mtr and up to 200 ,mtr from ground level , rate shall be aplicable for only extra depth beyound 100 mtr and up to 200 mtr. |
| 16 | Add 30% extra on above item (item no 2.3.1 to 2.3.3 ) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyound 200 mtr . |
| 17 | Add 15% extra on above item (item no 2.3.1 to 2.3.3 ) for drilling, where strata is collapsible and lowering of casing pipe requied. The work includes lowring of casimg pipe, but exculding the cost of casing pipe. The rate shall be aplicable for stretch of collapsible strata only. |
| 18 | condtruction of tube well up to 100 mtr. Depth in all type rocks by DTH sysetm & over burden to accommodate caing pipe of following size in all types os soil & over burden including lowewring of casing pipes, ( if required) excluding cost of casing pipes, as per IS:2800 Part1: 1991 And IS:2800 Part II:1979 ( both amended up to date) and technical specification. The work would be comleted after obtaing sand free water. The tube well should have to through out bore as per nominal dia of casing pipe. |
| 19 | Nominal bore 150 mm dia. |
| 20 | Nominal bore 200 mm dia. |
| 21 | Add 15% extra on above item (item no 2.4.1 to 2.4.2 ) for drilling depth beyond 100 mtr and up to 200 mtr. from ground level, rate shall be applicable for only extra depth beyound 100 mtr. And up to 200 mtr. |
| 22 | Add 30% extra on above item (item no 2.4.1 to 2.4.2 ) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyound 200 mtr. |
| 23 | Add 15% extra on above item (item no 2.4.1 to 2.4.4 ) for drilling, where strata is collapsible and lowering of casing pipe requied. The work includes lowring of casimg pipe, but exculding the cost of casing pipe. The rate shall be aplicable for stretch of collapsible strata only. |
| 24 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes is all type of alluvium strata uncponsolidated formation such as pebbles boulders etc. by \\"bailling\\" methord and without ground gravel packing as per IS:2800 Part 1: 1991 and IS:2800 Part II:1979 ( both amended up to date ) and technical specifications, the work included formation of cavity at bottom by the devlopment with approprite air compressor or bailer of puumping and also lowering of casing pipe but excluding cost of the casing pipe . The tube well should have a throught bore as per nominal die of casing pipe.The work would be completed after obtaing sand free water. |
| 25 | Nominal bore 125 mm dia. |
| 26 | Nominal bore 150 mm dia. |
| 27 | Nominal bore 200 mm dia. |
| 28 | Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of uncosolidated formation such as pebbles, boulders, collapsible, formation ETC. by Odex drelling methos as per IS:2800 Part 1: 1991 and IS:2800 Part II:1979 ( both amended up to date ) and technical specifications, the work will included lovering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water . |
| 29 | Nominal bore 125 mm dia. |
| 30 | Nominal bore 150 mm dia. |
| 31 | Nominal bore 200 mm dia. |
| 32 | Add 15% extra on above item (item no 2.6.1 to 2.6.3) for drelling depth beyound 100 mtr. Rate shall be applicable for only extra depth beyound 100 mtr. |
| 33 | Deepening of existing tube well by DTH system beyound existing depth up to 100mtr. And above in all type of rocks including flusing of tube well and obtaining sand free water. |
| 34 | Nominal bore 150 mm dia. |
| 35 | Nominal bore 200 mm dia. |
| 36 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS: 2800 (part - II) - 1979n or as per amended up to date. |
| 37 | Supplying & packing P-gravel suitable for slot size/ mesh size as suggested in IS: 2800 (Part-1) 1991 or as per amended up to date. |
| 38 | Development of tube well having depyh up to 250mtr. As per IS: 11189-1985 and IS:2800 (Part-1) - 1991 (both amended up to date) using suitable methods to give sand free water for required yild for the gravel packed tube well |
| 39 | supply of ERW M.S. black casing pipe ISI marked (IS:4270/2001) or amended up to daten of following sizes. |
| 40 | 150mm dia NB (thickness of pipe 5.0 mm& mass of tube 20.13 Kg/m) |
| 41 | 200mm dia NB (thickness of pipe 5.4 mm& mass of tube 28.48 Kg/m) |
| 42 | 250mm dia NB (thickness of pipe 7.1mm& mass of tube 46.57 Kg/m) |
| 43 | Labour charges for marking slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, The sloting should be as per IS: 8110-1985. |
| 44 | 125 mm dia nominal bore of 4.8 mm thickness |
| 45 | 150 mm dia nominal bore of 4.8 mm thickness |
| 46 | 200 mm dia nominal bore of 5.4 mm thickness |
| 47 | 250 mm dia nominal bore of 7.1 mm thickness |
| 48 | Providing and laying ISI marked GI pipe light duty (''A'' class ) as per IS: 1239 for casing pipe for submersible caible external work 40 mm dia complete in all respect. |
| 49 | supply & installation of single phase ISI marked submershiable moter pump set of three star or better rating of BEE and as pe IS: 8034-2018 (pump) and IS: 9283-2013 (moter ) or as amended up to date for approved make of following duty condition with required asscessories including marking conection suitable for tube well/ DCB. The job includeues lowering of moter pump instuallaition of complete fitting and accessories jointing of electrical cables up to switch bored testing of submersiable pump set and interconection up to water mains complete in all respect. |
| 50 | Up to 2.0 KW |
| 51 | Above 2.0 KW |
| 52 | Supply & installation of 3 phase ISI marked submersible moter pump set of three star or better rating of BEE and as per IS: 8034-2018 (Pump) and IS: 9283-2013 (moter) as per amended uo to date of approved make of following duty condition with required asscesserios including macking conection suitable for tube well / DCB . The job included lowering of moter pump installation of complete fiting and asscessoris jointing of electrical cables up to switch bored testing of submersible pump set and interconection up to water mains complete in all respect . |
| 53 | Up to 5.5 KW (7.5HP) & head up to 120mtr. |
| 54 | Up to 5.5 KW (7.5HP) & head above 120mtr. |
| 55 | 7.5 KW (10HP) & head up to 120mtr. |
| 56 | 7.5 KW (10HP) & head above 120mtr. |
| 57 | 9.3 KW (12.5HP) & head up to 120mtr. |
| 58 | 9.3 KW (12.5HP) & head above 120mtr. |
| 59 | 11 KW (15HP) & head up to 120mtr. |
| 60 | 11 KW (15HP) & head above 120mtr. |
| 61 | 13 KW (17.5HP) & head up to 120mtr. |
| 62 | 13 KW (17.5HP) & head above 120mtr. |
| 63 | 15 KW (20HP) & above head up to 120mtr. |
| 64 | 15 KW (20HP) & above head above 120mtr. |
| 65 | Supply and fishing and electric feeder panel (having projected canopy) for subermersible p[ump set single phase up to 5HP comprasing of DOL starter MCB Indicating light Ammeter, Volt meter, connection plate, condensers of approved make and the panle enclosure should be made out from 18 gauge M.S. sheet with powder costing panle size Hight 600mm width 500mm depth 250mm with stand (made of angle iron of size 35 x 35 x 5mm ) duty bolted/ screwed with enclosure box having 4 legs, each legs lenght 18'' and double door including in built looking system . The legs should be embended in M-15 cement concrete platform . the size of CC platform should be equal and bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240volt AC supply. |
| 66 | Supply and fixiong all electronic cantrol feeder panel comprasing of suitable rating MCCB, DOL starter, overlod, realy, ampere meter, volt meter, phase preventer, phase indicators, lighting arangment ETC. complete sutaible for three phase pump set. The panel should have space of energy meter ( suplied by DISCOM). All these equipment shall be housed by panel box made out from 18 gauge M.S. sheet with powder coting. Panel should be of minimum size 900x600x300mm with stand (made of angle iron of size 35x35x5mm) duly of bolted/screwed with enclosure box haviong 4 legs , each legs length 18'' and double door including in built looking system. The leg should be embended in M-15 cement concrete platform. The size of CC platform should be equal or bigger tha the base size of panel having hight of at least 200mm from ground level. The panel should have openinig of suitable size in fromt of space of energy meter with glass for meter reading. the opration of panel should be suitable for of 440volt ac SUPPLY |
| 67 | Up to 5.00 HP |
| 68 | Supply and fixing of electrical control feeder PANEL CVOMPRISING of sutable rating MCCB, fully automatic star delta starter, over load relay, ampere meter with CTs, volt meter, phase prevent sutaible starting capacitors, phase indictore, lighting arangment ETC. complete sutaible for the phasepump set. The panelo shopuld have spacefor energy meter ( supplied by DISCOM ). All this equpment shall be hopused by panel box made out from 18 gauge M.S. sheet with powder cotaing. panel should be of minimum size 900x600x450mm with sand ( made of angle iron of size 35x35x5mm ) duly bolted/screwed with enclosure box having 4 legs, each lesg length 18'' and dual door including in built looking system. The legs should be emended in M-15 cement cuncrete plat form, the size of CC plat form should be equal for bigger than the base size of panel having hight of at least 200mm from ground level the panel should have openinig of suitable size in frnt of space for energy metrer withglass for meter reading. The opration of panel should be suitable for on 440 volt AC supply. |
| 69 | Above 5HP and up to 10HP |
| 70 | Above 10HP and up to 15HP |
| 71 | Above 15HP and up to 20HP |
| 72 | Above 20HP and up to 30HP |
| 73 | Supply and fishing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and condutor as per class 5 of IS 8130:1980 including Making connection ETC. |
| 74 | 3 core 4.0 sq.mm |
| 75 | 3 core 6.0 sq.mm |
| 76 | 3 core 10.0 sq.mm |
| 77 | 3 core 16.0 sq.mm |
| 78 | Supply and fixing XLPE included/ PVC sheated cable of 1.1 KV grade with aluminium candactor armoured of IS:7098-1/1554-1 approved make in ground as per IS:1255 including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand, sewcond class bricks covering , refilling earth, compaction of earth, making necessary connection, testing ETC. as requierd of size. |
| 79 | 4 core 10.0 sq.mm |
| 80 | 4 core 16.0 sq.mm |
| 81 | 3.5 core 25.0 sq.mm |
| 82 | 3.5 core 35.0 sq.mm |
| 83 | Plate Eatrhing As per IS:3043 eith GI earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. Below the ground level with 20mm dia GI B'' class watering pipe including all assessories like nut, bolt, reducer, nipple, wire meshed funel, and CC finished chamber covered by hinged type with looking arrangment CL cover, CL fram of size 30mm x 300mm complete with alternate layers os salt and coke / charcol, teasting of earth resitasnce as required. |
| 84 | Supply & fixing MS clamp set of 50x6 mm plate of size iron with nuts and bolts ETC . For holding the riser pipe assembly of submersiable pump set . |
| 85 | Supply and fixing tube well cover of MS sheet 8mm thick at top and 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI nipple 45cm long and to GI flanges at both end in 80mm sizes passing thorough a hole in the center of MS sheet. A 25 mm socket with end plig shall also be welded over top plate. A GI niopple having outside thread of size 1/2'' (for installation pressure gauge ) shall be provided and welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 86 | 125mm dia |
| 87 | 150mm dia |
| 88 | 200mm dia |
| 89 | 250mm dia |
| 90 | Providing and lowring in the tube well ISI marked GI pipe meadium duty (''B'' class) steel tube as per IS:1239 or amendedup to date and zinc coating as per IS:4736 Threded and double flanged ( welded) on both ensd and two number 35x3mm MS flat welded end both ends between pipe and flangs , rubber washer & nut, bolts ,ETC complete in all respect. |
| 91 | 32 mm dia |
| 92 | 50mm dia |
| 93 | 65mm dia |
| 94 | 80mm dia |
| 95 | Providing & lowering n tube well ISI marked HDPE pipe as per IS 4984 : 1995 or amended up to date in PE 80 grade and class PN 10 of following dia. Including HDPE/GI fittings and PVC rope confirming to IS 5175 : 1992 or amended up to deta, along with clamping of submersible ets. complete in all respect. |
| 96 | 40 mm dia |
| 97 | 50 mm dia |
| 98 | 63 mm dia |
| 99 | 75 mm dia |
| 100 | 90 mm dia |
| 101 | providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 102 | 50 mm dia |
| 103 | 65 mm dia |
| 104 | 80 mm dia |
| 105 | providing & fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 106 | providing & fixing of ISI marked PVC storage tank of following capacity as per IS : 12701-1989 (of approved make) with cover, 25mm dia. 1mtr long GI overflow pipe, 25cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia ball cock ( flot valve ) IS1703 marked with rod amd PVC ball complete with brass weightr 1000gm including P&F 15mm dia CI quarter turn heavy duty big cooks four no's of supirior quality and approved make, including interconnictions complete job |
| 107 | 1000 liter capacity |
| 108 | 2000 liter capacity |
| 109 | Fabricatin & Fixing M.S. stand of spcifield class of angle iron L- shaped of 50mm size with four legs grouted by 300*300*300mm CC block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000ltr./ 2000ltr. PVC tank complete in all respect. |
| 110 | Providing and fixing of double flamged , CI body, ISI marked NRV of approved make of following sizes |
| 111 | 65mm dia |
| 112 | 80mm dia |
| 113 | provinig and fixing 32mm dia full way valve or wheel valve as per IS:778 or amended up to date of appeoved make, on pump delivery pipe. |
| 114 | Supplying & installing 100 mm diameter sealed diaphgram bourden type pressure gauge of range 0 to 10 Kg. including all jointing material as per specification with safty cover. |
| 115 | construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevent starta by percussion/ rotary drilling/ hand boring methd excluding cost of casing pipe. The bore holl should be as per nonmenbal bore of PVC casing pipe. The work will be complete after obtaning sand free water. |
| 116 | 125mm dia nomninal bore |
| 117 | 150mm dia nomninal bore |
| 118 | 200mm dia nomninal bore |
| 119 | 250mm dia nomninal bore |
| 120 | prviding And loiwering of ISI mark PVC-U casing and screen pipe as per IS:12812 :2010 or amended up to date having pipe thickenss as per IS code subtital for TW and DCB with therdaing, winding with supirior of plastic mesh & rope in three layers with end cap complete as per technical specification and dieratiobnof engineer in charge. |
| 121 | Shallow well casoing pipew (CS) suitable for depth up to 80mtr. |
| 122 | 150mm nominal dia ( internal dia) |
| 123 | 200mm nominal dia ( internal dia) |
| 124 | 250mm nominal dia ( internal dia) |
| 125 | Medium, well casing pipe (CM) suitable for depth above 80 mtr. And up to 250mtr. |
| 126 | 100mm normal dia ( internal dia ) |
| 127 | 125mm normal dia ( internal dia ) |
| 128 | 150mm normal dia ( internal dia ) |
| 129 | 200mm normal dia ( internal dia ) |
| 130 | 250mm normal dia ( internal dia ) |
| 131 | Supply of ISI mark AC pressure pipe cl;ass 15 manufacture by MAZZA process as per IS:1592-2003 or amended uyp to date for casing of tube well for following dia nominal bore with joninting material PVC couper as pert techincal specification and direaction of engineer in charge. |
| 132 | 125mm nominal dia |
| 133 | 150mm nominal dia |
| 134 | 200mm nominal dia |
| 135 | 250mm nominal dia |
| 136 | 300mm nominal dia |
| 137 | Making slots of hole size And nos. as directed by EIC ibn AC pressure pipe class 15 as per techinical specification fpr using slotted pipe in TW casing. |
| 138 | Constrction of the tube well from ground level and up to 100 mtr depth to accommpdate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pubeel, boulder ETC by perrcusison / rotary drilling method as per IS: 2800 Part 1: 1991 ans IS:2800 Part II: 1979 ( both umended up to datre ) and techincal specification with gravel as per IS:4097-1969 and its packing as per IS:2800 (Part I & II ) 1979 asamended up to date ( the worker includede the cost of gravel & its primary packing and packing durihng develoipment lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope wherever neccessary for arresting fine sand partical and development work but excluding the cost of housing and strainer pipes assembly.) The workewr would be completed after obtaining sand free water. |
| 139 | Nominal bore 125mm dia. |
| 140 | Add 15% extra on above iten for drilling depth beyond 100 mr if depth of bore is more than 100 mtr. |
| 141 | Construction of tube well up to 100 mtr. Depth in all type of rocks by DTH system & over borden to accommodate casig pipe of following size inall type of soils & over burden including lowering of casing pipes. ( if required) excluding cost of casing pipe as per IS: 2800 Part I:1991 and IS:2800 Part II:1979 (both amended up to date ) and techincal specification. The worker would be completed aftetr obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. |
| 142 | Nominal bore 100mm dia. |
| 143 | Nominal bore 125mm dia. |
| 144 | Add 15% extra on above iten for drilling depth beyond 100 mr if depth of bore is more than 100 mtr. |
| 145 | Construction of tube well from ground level and up to 100 mtr Depth and above of following size in all type of soil in alluvium strata unconsolidated formation such as pebbles boulders ETC. by bailing method and eith out gravel packing as per IS:2800 Part I: 1991 and IS:2800 Part II: 1979 ( both amended up to date ) and techinical specification. The work included formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The work woud be completed after obtaning sand free water. |
| 146 | Nominal bore 100mm dia. |
| 147 | Nominal bore 125mm dia. |
| 148 | Supply of ERW M.S. black casing pipe ISI marked (IS:1239 'Part-I:2004') medium of following sizes at site of work. |
| 149 | 100 mm dia NB (Thicknes of pipe 4.5 mm & mass of tube12.50kg/m) |
| 150 | 125 mm dia NB (Thicknes of pipe 4.8 mm & mass of tube16.40kg/m) |
| 151 | Providing and lowering of ISI mark Medium well PVC-U casing and scree pipe (CM) as per IS: 2812:2010 or amended up to date having pipe thickness as per IS code suitable for bore well with thrading, winding the superior quality of plastic mesh & brope in three layers with end cap complete as per technnical specification as per direction of engineer of charge. |
| 152 | 100 mm nominal dia ( internal dia) |
| 153 | 125 mm nominal dia ( internal dia) |
| 154 | Labour charges for making slots on blank pipes made of ERW MS blck pipes ISI marked of following sizes the sloting should be as per IS:8110-1985 |
| 155 | Nominal bore 100mm dia. |
| 156 | Nominal bore 125mm dia. |
| 157 | Supply & installation of GI pipe 32mm medium class \\"B\\" with pipe sockets (heavy duty). |
| 158 | Supply and installation of ISI marked india mark II hand pump set complete with cylinder & 15 connecting rods. |
| 159 | Supply and installation of ISI marked india mark II hand pump set Extra- Deep (EDW) complete with cylinder and connecting rode. |
| 160 | EDWHP + 20 Connecting rod. |
| 161 | EDWHP + 23 Connecting rod + 1 Weight. |
| 162 | EDWHP + 26 Connecting rod + 2 Weight. |
| 163 | EDWHP + 30 Connecting rod + 3 Weight. |
| 164 | Supply and installation of ISI mark connecting rode as per departmental specification of 3 mtr length. |
| 165 | Installation of india mark II/III E.D. I & II hand pump[ set complete on existing platform. |
| 166 | Construction OF 185 cm. dia platform as per approved design & drawing of UNICEF. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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