Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.5 Cr+₹20.5 L (15.8%)Rejected-AOC | ₹1.5 Cr+₹20.5 L (15.8%) | L2 | Rejected-AOC Other than L1 Bidder |
| 3 | L3₹1.7 Cr+₹37.9 L (29.3%)Rejected-AOC | ₹1.7 Cr+₹37.9 L (29.3%) | L3 | Rejected-AOC Other than L1 Bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected due to Not enlisted with Cat a(ii) as per NIT of Tender Document |
| Sl No | Description | Qty | Unit | M/S PARSHOTAM KUMAR GUPTA L2 | M/S Inder Pal Singh L3 | J. PRO BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00Schedule 'A' Part-I (Building Work) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only. | ||||||
| 1.01 | Construction of Pump House building complete all as specified and shown on drawing. | 1 | lumpsum | 24,00,000 ₹24,00,000 | 26,00,000 ₹26,00,000 | 20,92,000 ₹20,92,000 Lowest |
| 1.02 | Construction of RCC UG Sump of capacity 40,000.00 Gallon complete all as specified and shown on drawing. | 1 | lumpsum | 26,00,000 ₹26,00,000 | 28,00,000 ₹28,00,000 | 23,94,300 ₹23,94,300 Lowest |
| 2.00Schedule 'A' Part-II (Internal electrification works) | ||||||
| 2.01 | Total amount of Sch 'A' Part-II (Internal electrification works) brought forward from srl page No-22 | 1 | Lumpsum | 50,000 ₹50,000 Lowest | 55,000 ₹55,000 | 55,212.25 ₹55,212.25 |
| 3.00Schedule 'A' Part-III (Internal water supply works) | ||||||
| 3.01 | Total amount of Sch 'A' Part-III (Internal water supply works) brought forward from srl page No-26 | 1 | Lumpsum | 9,000 ₹9,000 Lowest | 1,00,000 ₹1,00,000 | 9,231.82 ₹9,231.82 |
| 4.00Schedule 'A' Part-IV(DG Set Works) | ||||||
| 4.01 | Total amount of Sch 'A' Part-IV (DG Set Works) brought forward from srl page No-25 | 1 | Lumpsum | 12,000 ₹12,000 Lowest | 15,000 ₹15,000 | 15,145.8 ₹15,145.8 |
| 5.00Schedule 'A' Part-V(Sewage Disposal Works) | ||||||
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
20 Nov 2025, 6:00 pmClosed
CWE Rajouri
HQ CWE RAJOURI, C/o 56 APO
PROVN OF WATER SUPPLY SCHEME ALONGWITH ALLIED INFRA AT RAJOURI UNDER GE 862 EWS
2025_MES_735054_1
CWE/RAJ-59/2025-26
Open Tender
Civil Works - Water Works
Item Rate
270 days
GE 862EWS
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE 862EWS
₹2.0 L
Yes
20 Jan 2026
14 Oct 2025
27 Nov 2025
14 Oct 2025
20 Nov 2025
13 Nov 2025
Amount
Schedule 'A' Part-I (Building Work) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only.
Construction of Pump House building complete all as specified and shown on drawing.
Construction of RCC UG Sump of capacity 40,000.00 Gallon complete all as specified and shown on drawing.
Schedule 'A' Part-II (Internal electrification works)
Total amount of Sch 'A' Part-II (Internal electrification works) brought forward from srl page No-22
Schedule 'A' Part-III (Internal water supply works)
Total amount of Sch 'A' Part-III (Internal water supply works) brought forward from srl page No-26
Schedule 'A' Part-IV(DG Set Works)
Total amount of Sch 'A' Part-IV (DG Set Works) brought forward from srl page No-25
Schedule 'A' Part-V(Sewage Disposal Works)
Total amount of Sch 'A' Part-V (Sewage Disposal Works) brought forward from srl page No-27
Schedule 'A' Part-VI (External electrification Works)
Total amount of Sch 'A' Part-VI (External electrification Works) brought forward from srl page No-31
Schedule 'A' Part-VII (External water supply Works)
Total amount of Sch 'A' Part-VII (External water supply Works) brought forward from srl page No-33
Schedule 'A'Part-VIII (Misc Items of Works) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only.
Construction of conventional type on site LLDPE septic tank designed to carry sewage and sludge water for 05 users with & including earthwork in any type of soil, PCC 1:4:8 below foundation, vent shaft & making connection, complete all as specified and directed.
Costruction of soakage well 2.40 mtr dia and 3.00 mtr depp below inlet (depth) from inlet pipe to ground level 45cm including excavation and earth work in any type of soil, PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate in foundation, wall in honey combed brick work in CM 1:4 cover slab of M-25 filling with brick bats, earth cushion on brick lining on top and inlet pipe 150mm dia and complete all as specified and shown on drawing
Supply Insttalation and testing of 30 HP centrifugal, Pump set heavy duty with fully automatic star delta starter electric driven,415 volt 3 phase 50 Hz. discharge capacity of pump set should be 440 LPM at 135 Mtr head. complete required with all necessary fitting and copper cable single core 70 sqmm for connection from LT panel to Starter as per suitable length in three phase supply including panel board of suitable size for fixing the starter and PCC foundation with chasis complete with nut bolt and channal all as directed at side (01+01 nos stand by) complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing of CI Foot valve unit, suitable for 100mm bore conforming to IS-4038 including nuts ,bolts and washers etc fixing the same to the suction pipe for suitable depth in the UG sump of the pump set complete all as specified and directed.
M&L for valve chamber and construction of brick masonarry new valve pit chamber of size 1200mmx1200mmx1200mm (internal ) size 100mm thick PCC 1:4:8 type D2 lean concrete foundation using 40mm graded stone aggregate providing well burnt brick masonary wall of 23mm thick built in CM 1:6 rendering in cement 1:6 finished even smooth using extra cement internally and 20mm thick in CM 1:4 and finished fair and even supply and fix 3.15 mm thick MS sheet steel cover fixed on 50mmx50mmx6mm thick angle iron frame embbeded in PCC coping with locking arrangement and 1 Nos 50mm size 4 levers lock with key in duplicate Standard size and MS hold fast and handle made out of 25 x 6mm flat iron appplying two coats of synthetic enamel paint of approved shade over a coat of primer (Red Oxide) to all exposed surface making good all disturbed surface to match surrounding complete all as specified and directed.
supply and fixing Air release Valve Cast Iron with two air Outlets, 100 mm dia bore and fixing Up in cast iron water supply mains, complete all as specified and as directed.
Supply fabrication and and erection structuarl steel work made out of angle iron channels flats etc by riveted bolted or welded in built up section trusses in and including cutting hoisting fixing in position and applying two coat of wether proof synthetic enamel paint over a primer a coat of anti-corrosive primer of approved colour suitable for base platform of 50000 ltr Smc water tank complete all as specified and as directed .
Supply & fixing of sintex SMC panel tank capacity 50000Ltr square type, made out of HOT PRESS MOULDED SHEET MOULDING COMPOUND panels of size 1005mm x 1005mm x 75mm (flange), 1005mm x 2010mm x 75mm (flange) and 1005mm x 502mm x (flange) the flange should be perpendicular to the main surface. The shape should be Trunked type for extra strength and 90 degree flanges pre drilled for bolting. All the Flanges of the 1 mt Panel should have 13 Nos. holes per side for fastening/joining the panels to one another. Hot Pressed Moulded SMC Pre Drilled Corner Pieces with built-in ribs of the size 75mm x 75mm should be provided for 90 degree joints of tanks wall to roof joints complete with olive green nuts, bolts and washers. Special sealent having excellent UV Resistance as well as suitable for portable water, complete with top covered construction having man hole with cover dia 600mm and internal FRP Ladder. The SMC Panel must be ISI marked meeteing BIS 14399(part 1 & 2). Tank inlet and outlet size 80mm dia for connection of GI pipe all as specified and directed.(Make - Sintex or equivalent make as approved by GE) including cross arms works panel hight from grond level to 20 feet all as directed at site. Note-: Structural work like cross arms, bracings etc shall be measured and paid separetlly .
Supply, installation, commissioning and testing of servo controlled Voltage Stabiliser fully automatic operation, unbalanced type (individual phase control), copper wound 415 V, 50 Hz confirming to BIS 9815 : Part 1 : 1994 reaffirmed 2009, IP-45, three phase naturally oil cooled, indoor type & designed for input variation between 300 volts to 480 volts with output voltage stabilised at 415 volt with accuracy ± 1.0% and speed of correction 15 volts per second of capacity 100 KVA including first filling of transformer oil having dielectric strength not less than 150 KV as per IS:335, 0-500 volts voltmeter, arrangment to check input voltage and output voltage, RYB indication lamp, high & low voltage cut off system, single phase preventor, time delay relay, servo byepass switch, overload & short circuit trip system, ammeter, oil level gauge& capacity overload 20% overload for one hour etc., complete all as specified & directed
Supply,install,testing and commissioning outdoor type step down transformer 11000 volts/433 volts (at no load) ,AC , 3 phase 50Hz capacity 100 KVA corec type double copper wound , oil immersed , naturally cooled, oil natural, air natural (ONAN) with external cooling fins , delta connected on primary side (HV) ) star connected on secondary side (LV) in accordance with vector symbol , Dyn 11 (vector group) with neutral brought out on secondary side (LV side) and having tapping at +5% to -10% (at 2.5% each step) HV side to be changed by means of hand operated off load tap changer gear. The Transformer shall be IS 1180Part 1:2014 (level -2) and BEE certied and shall comprise of the following :- (a) cable end box on HT side suitable for 95sqmm 3 core XLPE cable (b) cable end box on LV side suitable for 150sqmm 3.5 core XLPE cable (c)Oil conservator with filter type frain valve and oil level gauge (d)dehyderating breather with first fill dehyderating agent (silica gel) (e) explosive vent (f)Thermometer pocket on tank cover (h) Two earthing terminals on tank cover to facilate fixing of 32x6mm copper earth strip for earthing of neutral body.
(g)one no 100mm dia , dial type thermometer , vapour pressure type , having range 0-120 degree celcius with metal guard having maximim perimeter reading , temperature indicator with resisting device for transformer. (i)Rating plate and terminal making plate (j)oil level gauge (k)oil drain/filter valve (l) lifting lugs (m) Oil filling hole with cap / plug with connecting plate complete (n) air release valve plug (o)Four plain solid cast steel deattachable rollers (p)extra bushing for neutral , outside the LT cable box for providing independent earthing for Neutral (q)First filling of new and unused transformer oil IS:35/93(4th revision), marked (Make:Savita/Poweroil) filtered and tested upto 40KV dielectric strength at 2.5mm air gap between testing.
Angle Lamp holder insulated body with back plate for batten fittings and including one 15 Watt LED Bulb non dimmable B-22 cool daylight all as specified and as directed.
Supply and fixing Environmental friendly, ultra modern, energy saving, surface mounted, decorative oval bulk head 10 watt 6000 K inbuilt LED luminaire comprising of high brightness LEDs, IP54 protection including connecting electricaly using cord flexible 3 core PVC insulated over all sheathed with flexible copper conductor of size 0.75 sqmm, complete all as specified and as directed.
Supplying, installing, testing & commissioning of factory assembled Diesel Engine with driven generating set coupled with alternator AC to give continuous output of 100KVA at a power factor of 0.8 lagging, 415 volts, AC, 3 phase, 4 wire, 50 HZ, 1500 RPM, directly coupled with diesel engine, water cooled, mounted on common base frame complete with in built fuel tank (service tank) of adequate capacity with fuel line, built in electronic governor & accessories, PCC foundation work as per manufacturer's instructions, vibration damper pads, control panel showing all parameters of engine & alternator, sound proof canopy & other accessories etc. and confirming to the under-mentioned technical specifications confirming to BS:5514 & IS 10000 complete in all respect with following accessories, parts all as specified & directed. (a) DIESEL ENGINE : 4 cylinders , turbo charged water cooled at 1500 RPM under NTP conditions IS 4722, BS 5000, IEC 3411, ISO 8528, BS 5514, ISO 3046, conforming to with an overload capacity of 10% for one hour in 12 hrs of continuous operation with the following accessories
(i) Radiator with blower fan or heat exchanger with guard . (ii) Pipe coupling for engine cooling system piping (iii) Corrosion inhibitor coolant (iv) Paper element filters-(i) Fuel (ii) Lube oil (iii) By Pass (vi) Fly wheel housing and fly wheel to suit (vii) Engine bearing mechanism in fly wheel housing (viii) shut off coil with safety for LLOP /HWT./ Over speed. (ix) Dry type air cleaners and vacuum indicators . (x) Residential silencers. (xi) Stainless steel exhaust flexible bellows. (xii) Motor driven priming pump. (xiii) Electric starter. (xiv) Battery charging alternator. (xv) Exhaust piping made out of STIC C class MS Pipe inclusive of all accessories and hardware , necessary support as per manufacturer’s recommendations to sustain back pressure with rain cap (xvi) Mineral wool insulation 2 inch thick covered with aluminium sheets of 30 gauges for the entire length of exhaust pipe. (xvii) First fill of oil coolant and diesel during commission and 12 hours testing. (xviii) Interconnecting copper cabling of adequate capacity between batteries and controller. (xix) Fuel pipe. Fuel Tank_ 24 hours full load diesel storage capacity inbuilt fuel tank with mounting brackets factory fabricated made of MS sheet with level indicator fuel inlet , fuel outlet , air vent, drain plug,inlet arrangement filling from exterior of canopy etc.
(xx) Battery :- 150 AH,12 Volts maintenance free battery of Qty-2 Nos with leads and terminal. (xxi) PCC Foundation :- Civil work and PCC foundation for installation DG Set as per manufacturers instruction. (b) ALTRERNATOR : 100 KVA at 0.8 PF lagging, 415 volts, 3 Phase, 4 wire, 50 Hz at 1500 RPM self excited and self regulated with AVR brushless excitation band of voltage ± 1% of rated voltage from no load to full load insulation class H, IP-23 self ventilated and conforming to IS4722, BS5000, IEC 34/1, ISO 8528, BS5514, ISO3046, suitable for above mentioned diesel engine complete all as specified and directed . (c) ACOUSTIC ENCLOSURE : Factory made acoustic enclosure (canopy) 100 KVA DG set to reduce noise level to 75 db (A), measured at 1.00, meter distance @75% load auditable frequencies as per guidelines of CPCB & comprising of following-: (i) Sound proof insulation 100mm thick Rock wool (Density 65 Kg/cum) (ii) Outer body: Not less than 1.6 mm thick CRCA. (iii) Door 1.6 mm thick CRCA (iv) Inner surface: 1.0 mm thick powder coated & perforated CRCA / GI sheet (v) Common base frame: ISMC 250
Cleaning of site by way of bush cutting for operating the Suitable truck Mounted DTH drilling rigs along with accessories etc to the site of work & erecting of rig including leveling for required area for starting the job work all as specified & directed
Provision of trial bore hole /well of size less than 250 mm dia size pilot bore through any kind of soil/strata including hard dense stone /boulder by means of direct rotary method below ground level upto 150meter depth complete all as specified and directed by Engineer in charge. Note :- 1. The depth of trial boring of the tube well at the site indicated by the Engr-in-charge is anticipated to be 120 meter below ground level. 2. The depth may, however be ordered in writing to be varied by the Engr-in-charge up to a maximum of 25 %/150 mtr of the above mentioned depth (plus or minus). 3. If the Engr-in-charge decided that suitable water bearing strata is not available in the aforesaid bore or the boring cannot be continued further on account of the type of strata , 4c Further Eng-in-charge may order the contractor to bore at other site(s) 5. Engr-in-charge shall give three no. of location to the contractor for trial hole/well of size less than 250mm dia. 6. No any extra charge to be provided to contractor. 7. No extra cost shall be paid to the Contractor on successful boring / digging of any of the three boring sile / location. 8.GE shall be deciding the location of fourth (4th) bore site for borewell if desired and required at siteto achieve required yieldin that case 5% amount of the quoted rtae by contractor for srl item no. 8.16 shall be paid for all three unsuccessful bores conducted at site as per direction of GE.
M & L for reaming of development bore by reaming of 250mm for 60 RM from ground level complete all as specified and directed.
M & L for Reaming of development bore from depth exceeding 60 metre to 120 meter of dia 250 mm complete all as specified and directed.
Supply ,assembling including jointing lowering and fixing MS ERW blind pipe 200 mm dia and thickness 8mm including all fittings and fixtures upto 100m deep complete all as specified & directed.
Supply ,assembling including jointing lowering and fixing slotted MS ERW pipe 200 mm dia and thickness 8mm including all fittings and fixtures complete all as specified & directed.
M&L for strata sample (at every 6 meters depth) one set in suitable box pattern, earth sample strata should be produced as per IS and submitted to the department. The box shall be 2nd class hard wood with suitable locking arrangement etc complete all as specified and directed.
M&L for borewell chart on acrylic sheet of size 60 cm x 15 cm duly marked permanent marking including 12mm thick plywood frame, clamps for fixing on wall etc all as specified and directed.
M&L for development of tubewell by means of over puming high velocity jetting with 600 PSI Air compressor all as specified in IS 8110-2000 PARA 4.3 including arrangement for equipment fitting and supplyl of sodium hepta sulphate 60 kg complete all as specified & directed.
All asper Sl item no 8.23 above but by means of over pumping muddy water for subsequent hours until clear discharge as per clause 9.3 of IS 2800(Part-1)-2009 complete all as specified and directed.
Collection of sample of water and conduct testing in Govt lab for all parameters (Chemical and Bacteriological Tests) of water to assess the potability and submit the report complete all as spcified and directed.
Supply & Fixing of MS well cap for 200mm dia of thickness 8 mm of pipe at the top of casing pipe of bore well with locking arrangement complete all as specified and directed.
Supply & packing of pea gravel 20mm to 25mm size of approaved quality as ordered to packed around the casing pipe/slotted pipe in the bore well to entire depth complete all as specified & directed
Supply & Fixing MS flat Iron clamp 100mm x 10mm thick size clamp fixed with 16mm dia nut bolts and washers 2 on both sides of clamp for holding 65mm MS column pipe,2Nos complete all as specified and directed.
M&L for provision of MS Tie rod for anchoring of submersible pump set fabricating out of Iron rod of size 8 to 10 mm, 2 Nos. vertical to hold the submersible pump set alongwith column pipes, length suitable to length of submersible pump set including suitable nut bolts and washers including tail piece of size 65mm of 1mtr length having one side flaged end and other end threaded for fixing with submersible pump including two Nos suitable size welded Flat Iron 40mmx6mm size with holes for fixing of tie rod complete all as directed.
Supply and fix PVC insulated and PVC sheathed multi stranded copper conductor cable for submersible pump set, ISI marked, conforming to IS-864 of size 3 core 10 Sqmm, 1100 volts grade, including necessary water proof connection to submersible pump at cable lead complete all as specified and directed.
Supply & Fixing pipe GI tubing heavy grade 80 mm bore duly welded flanged (thickness of flange 12mm having 04 holes) with and including rubber packing of 6mm thick, nuts, bolts, washers complete in 3 mtr length as column pipe in bore well complete all as specified and directed.
Supply and lowering stainless steel 'V' wire screen 150mm dia, 'K' type packet(wall thickness should not be less than 8mm), with opening 0.50mm, inside the tube well assembly in the manner with top of the packet resting on the lowermost end of the assembly complete all as specifed & directed. Note:- 1. The Screen pipe shall be lowered as per requirement of the borewell at desired depth inside the MS casing pipe. 2. Screen pipe shall be lowered as to hang with the end of MS casing pipe lowered.
Supply & fixing suitable casing drive shoe for 200mm dia and bit tube as per requirement of depth or ODEX attachment all as specifed & directed by Engr -in-charge.
M/S PARSHOTAM KUMAR GUPTA (BID ID -3481680)
M/S Inder Pal Singh (BID ID -3481681)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.38 MB
TD.pdf
Additional Documents • 0.45 MB
Drg.pdf
Additional Documents • 0.76 MB
BOQ_823091.xls
BOQ • 0.31 MB
Tender.pdf
Tender Documents • 1.57 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .