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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance | -23.99% | ₹6.3 L | L1 | Admitted-Finance |
| 2 | L2₹6.5 LAdmitted-Finance | -21.21% | ₹6.5 L | L2 | Admitted-Finance |
| 3 | L3₹7.0 LAdmitted-Finance | -16.21% | ₹7.0 L | L3 | Admitted-Finance |
| 4 | L4₹7.0 LAdmitted-Finance | -15.50% | ₹7.0 L | L4 | Admitted-Finance |
| 5 | L5₹7.0 LAdmitted-Finance | -15.39% | ₹7.0 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹8.3 L
EMD Value
₹16,640
Closing Date
16 Mar 2026, 6:00 pmClosed
EE PHED District Rural Division Kota
EE PHED District Rural Division Kota
Construction and Commissioning of 200 mm dia Tubewell, Replacement of electric panals , motor pumpsets and Repairing of GLR at village Borabas Block Ladpura District Kota
2026_PHCJA_541452_1
NIT No 88/2025-2026
Open Tender
Civil Works - Water Works
60 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PHED District Rural Division Kota
₹16,640
Yes
27 Mar 2026
24 Feb 2026
17 Mar 2026
24 Feb 2026
16 Mar 2026
24 Feb 2026
Construction of tube-well upto 100 Meter depth in all type of rock by DTH system and over burden to accommodate casing pipe of following sizes in all types soil and 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 upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.Nominal bore 200 mm dia.
Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr.
Supply of E.R.W. M.S. black casing pipe ISI marked (IS:4270/2001) or amended upto date of following sizes:200 mm dia NB (Thickness of pipe 5.4 mm and mass of tube 28.46 Kg/m)
Labour charges for making slots on blank pipe made of E.R.W. M.S. black casing pipe of following sizes, the slotting should be as per IS:8110-2000 or as amended upto date.
Supply and fixing T/W cover of M.S. sheet 8mm thick at top and 5mm thick 100mm wide should around the edge so as so form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided and welded with 80mm GI nipple near top plate shall be provided with end plug. 200 mm dia
Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date.
Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 7.5KW (10 HP) & head above 120 mtr.
Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. Above 5 HP and up to 10 HP.
Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 3 core 4.0 Sq.mm (2 X 120 = 240 Mtr Each* 2 Nos. TWs=280 Mtr.)
Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core
Supply and Fixing M.S. clamp, set of 50 × 6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
Providing & lowering in tubewell ISI marked GI pipe "B" (medium) class as per IS:1239 part I 2004 or amended upto date, threaded and double flanged (welded) on both ends and two number 25x3 mm MS flat welded on both ends between pipe and flange,5rubber washer and nut bolts etc. complete in all respect. 50 mm dia
Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 65 mm dia
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 50 mm S-2 Type
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work. BFM100 mm
Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
Deepening of existing tube well by DTH system beyond existing depth up to 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. Nominal bore 200 mm dia.
Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonry in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done.
Replacement of existing wire mesh on ventilators of GLRs, OHSRs, CWRs etc. with 16 mm dia MS vertical bars placed at 10 cms wherever required, having 16-gauge wire mesh with a inner base of expanded jali welded around with vertical bars
Taking out with care the M.S. iron ladder fixed at OHSR , repairing, welding etc and fixing back at reservoirs including all labour and material.
Replacement of existing copper float dia 300 mm and iron counter weight for water level indicator
Providing, fabrication and fixing mainhole cover 600X600 size made of angles 50X50X6 mm frame,40X40X5 mm frame of cover, 6 mm thick MS sheet with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide With lock (minimum weight 50 Kg)
Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Cold twisted deformed bars (IS : 1786).
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 20mm thick
Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
Extra over items of Cement Plaster / Cement Concrete flooring / Plain or RCC work Providing and mixing admixture of synthetic Fiber 6mm / 12mm. @ rate of 125gm. pack per 50 Kg. of Cement or in the ratio of as specified by manufacture specification and direction of Engineer In-charges with all leads and lifts.
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 50mm nominal bore.
Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size : 50mm dia nominal bore
P & F Push Cock superior quality, of approved make C.P. Brass 15 mm.
P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:Brass 400 gm. 15mm nominal bore.
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