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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAccepted-AOC | ₹33.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹36.2 LRejected-Finance 01 CHAWADI BAZAR ROAD INFRONT OF CHAWADI BAZAR POWER HOUSE BHAU KA BAZAR GWALIOR GWALIOR MADHYA PRADESH 474001 UDYAM MP 20 0071047 | GWALIOR | MADHYA PRADESH | 474001 | ₹36.2 L | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹40.9 LRejected-Finance C O MODERN FURNITURE B I BAZAR BAREILLY CANTT BAREILLY 243001 UP | BAREILLY | BAREILLY | UP | 243001 | ₹40.9 L | L3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | VIJAY ENTERPRISES L2 | M/S SRIDEVI ENTERPRISES L1 | D K THUKRAL AND SONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope / gradient for laying cables/ pipes etc. all as specified and directed including removing cable protection PCC covers/ bricks & stacking serviceable covers / bricks for reuse and disposal of unserviceable covers within 50 m complete all as specified and as directed.
Note : Excavation shall be made carefully in order to avoid damage of existing cables/pipes and protection covers. | 300 | Cum | 160 ₹48,000 | 300 ₹90,000 | 150 ₹45,000 |
| 2.00 | Returning, filling in including spreading, leveling, watering and well ramming in layers of 25 cm thick after the cables etc. are laid, jointed & tested complete all as specified and directed | 270 | Cum | 40 ₹10,800 | 110 ₹29,700 | 35 ₹9,450 |
| 3.00 | Removal of surplus excavated soil exc. 50 mtr but n. exc. 250 mtr distance and depositing where directed at a level not exceeding 1.5 M above the starting point etccomplete all as specified and as directed. | 25 | Cum | 40 ₹1,000 | 230 ₹5,750 | 50 ₹1,250 |
| 4.00 | M&L for boring the holes under roads pavements, hardstanding by treanch less techonology, using ultrasound technique and necessary machine including DI/CI/GI/HDPE/PP-R Pipe of 25 mm to 150 mm bore suitable for 0.4 mpa working pressure complete all as specified and directed. | 10 | RM | 400 ₹4,000 | 1,100 ₹11,000 | 250 ₹2,500 |
| 5.00 | Demolition for cement concrete/road in ground floor and paving n. exc 15 cm thickness below or above ground level including removal of rubbish to a distance exc 1.50 Km and n.exc 5.00 Km etc complete all as specified and directed. | 2 | Cum | 500 ₹1,000 | 300 ₹600 | 250 ₹500 |
| 6.00 | M&L PCC 1:2:4, type B1 (using 20 mm graded granite stone aggregate) as in coping for steel pole including necessary formwork complete all as specified. | 2 | Cum | 6,000 ₹12,000 | 7,000 ₹14,000 | 3,500 ₹7,000 |
| 7.00 | M&L for PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) for road/Hard standing cutting complete all as specified and as directed. | 1 | Cum | 5,000 ₹5,000 | 5,500 ₹5,500 | 3,113 ₹3,113 |
| 8.00Supply and laying of centrifugally cast (Spun) ductile iron pressure pipe with spigot & socket end, class K-9 in any length laid in trenches, conforming to IS-8329/2000 with cement mortar lining with and including rubber gasket jointing conforming to IS-15382/ tyton joint complete all as specified and directed for the following sizes:- | ||||||
| 9.00 | 100 mm dia complete all as specified and as directed. | 410 | RM | 1,530 ₹6.3 L | 1,800 ₹7.4 L | 1,750 ₹7.2 L |
| 10.00 | 150 mm dia complete all as specified and as directed. | 530 | RM | 2,100 ₹11.1 L | 2,050 ₹10.9 L | 2,350 ₹12.5 L |
Updated dates
Tender Value
₹42.7 L
EMD Value
₹85,480
Closing Date
24 Jan 2026, 6:00 pmClosed
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO CWE BLY/GE (E) /109 OF 2025- 2026PROVN OF INTERCONNECTION OF PUMP HOUSES OF JLA AREA AND PB MARG AREA LT CONTROL PANEL FOR IRP AND ALLIED WORKS UNDER GE EAST BAREILLY
2025_MES_746333_1
8200/B/905/E8
Open Tender
Civil Works - Water Works
180 days
GE (East) Bareilly
As per NIT
7 documents required · 7 mandatory
₹500
GE (East) Bareilly
₹85,480
Yes
27 Mar 2026
27 Dec 2025
31 Jan 2026
27 Dec 2025
24 Jan 2026
10 Jan 2026
Excavation in trenches in soft & loose soil not exceeding 1.5 metre deep and not exceeding 1.5 mtr width and getting out soil including forming bottom surface to required slope / gradient for laying cables/ pipes etc. all as specified and directed including removing cable protection PCC covers/ bricks & stacking serviceable covers / bricks for reuse and disposal of unserviceable covers within 50 m complete all as specified and as directed. Note : Excavation shall be made carefully in order to avoid damage of existing cables/pipes and protection covers.
Returning, filling in including spreading, leveling, watering and well ramming in layers of 25 cm thick after the cables etc. are laid, jointed & tested complete all as specified and directed
Removal of surplus excavated soil exc. 50 mtr but n. exc. 250 mtr distance and depositing where directed at a level not exceeding 1.5 M above the starting point etccomplete all as specified and as directed.
M&L for boring the holes under roads pavements, hardstanding by treanch less techonology, using ultrasound technique and necessary machine including DI/CI/GI/HDPE/PP-R Pipe of 25 mm to 150 mm bore suitable for 0.4 mpa working pressure complete all as specified and directed.
Demolition for cement concrete/road in ground floor and paving n. exc 15 cm thickness below or above ground level including removal of rubbish to a distance exc 1.50 Km and n.exc 5.00 Km etc complete all as specified and directed.
M&L PCC 1:2:4, type B1 (using 20 mm graded granite stone aggregate) as in coping for steel pole including necessary formwork complete all as specified.
M&L for PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) for road/Hard standing cutting complete all as specified and as directed.
Supply and laying of centrifugally cast (Spun) ductile iron pressure pipe with spigot & socket end, class K-9 in any length laid in trenches, conforming to IS-8329/2000 with cement mortar lining with and including rubber gasket jointing conforming to IS-15382/ tyton joint complete all as specified and directed for the following sizes:-
100 mm dia complete all as specified and as directed.
150 mm dia complete all as specified and as directed.
Supply and fixing DI fittings for any type of pipe, DI Bends, connecting pieces, bell mouth pieces, tapers, tee pieces of one end flanged and other end spigot or socket etc upto 150 mm bore complete all as specified and directed.
M & L for construction of brick masonry valve pit of size 90x90x90cm (internal dimension) one brick thick wall built in CM (1:4) on 100mm thick PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, and 15mm thick rendering in cement mortar (1:4) both externally and internally, external plaster shall be up to 15cm below GL, providing valve pit cover made of 3.15mm thick MS sheet/plate, including provision of hinges, handle and locking arrangement including 40 X 40 X 5mm angle iron frame fixed on top of valve pit by means of MS hold fast 40x5mm and 150mm long, embedded in PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) including two coats of anti-corrosive paint over a coat of red oxide zinc Chrome primer and necessary earth work in soft/loose soil complete all as specified & directed.
S&F sluice valve class PN-1.6 heavy duty flanged ends drilled ISI marked confirming to IS: 14846, wheel operated (Handle) with high tensile stainless steel spindle, including nuts, bolts and jointing with jointing materials etc. complete including taking out old existing unservicable sluice valve including making arrangement for safe working all as specified and directed.for the following sizes:- Make: BIR, KIRLOSKAR ,Kartar or Equivalent as approved by GE.
150 mm dia complete all as specified and as directed.
100 mm dia complete all as specified and as directed.
Supply and lay 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked ,IS-15801, PP-R pipes SDR 11 (PN-10) and PP-R plain fittings in trenches/walls/cellings or laying in floors complete of size outer dia 25 mm including all fittings all as specified and directed by Engr-in-Charge.
Supply and lay 3 layer ( inner antimicrobial, outer UV stabilized) ISI marked ,IS-15801, PP-R pipes SDR 11 (PN-10) and PP-R plain fittings in trenches/walls/cellings or laying in floors complete of size outer dia 50 mm including all fittings all as specified and directed by Engr-in-Charge.
Supply, installing, testing and commissioning Factory made indoor LT feeder piller box, double door type of suitable size, padestal mounted, CPRI approved totally enclosed, dust and vermin proof, Front and rear openable type made of 2 mm thick CRCA sheet and having proper locking arrangement , degree of protection IP 43 duly painted to both internal and External surfaces with super enaleled paint over a coat of red oxide and suitable for 440 volts, 50 Hz, 3 phase 4 wire system and comprising of three phase copper busbarr of current carrying capacity 300 Amps mounted on angle iron legs of size 50 x 50 x 6 mm x 80 cm long embedded in PCC 1:3:6, including excavation / preparation of ground complete connecting UG cable with cable glands of suitable size Make :SMS Panels and Switch Gears/ Universal switch gears Control and equivalent
Supply, installing, testing and commissioning Factory made Indoor LT feeder piller box, double door type of suitable size, padestal mounted, CPRI approved totally enclosed, dust and vermin proof, Front and rear openable type made of 2 mm thick CRCA sheet and having proper locking arrangement , degree of protection IP 43 duly painted to both internal and External surfaces with super enaleled paint over a coat of red oxide and suitable for 500 volts, 50 Hz, 3 phase 4 wire system and comprising of three phase copper busbarr of current carrying capacity 200 Amps mounted on angle iron legs of size 50 x 50 x 6 mm x 80 cm long embedded in PCC 1:3:6, including excavation / preparation of ground complete connecting UG cable with cable glands of suitable size Make :SMS Panels and Switch Gears/ Universal switch gears Control and equivalent
Supply & installation in replacement of Chlorine dozing system with new Altoch Dosing System, Modle ADS-I, Item Nr:- ADS 100 with Non-metalic solution tank of 100ltrs capacity with motor driven agitator to maintan uniform suspension throughout the tank electrically operated chlorine dosing tank consisting of Dosing tank 100 ltr of PE/FRP Lid & level gauge along with single phase electric motor and agitator, 90 watts, 1440 RPM, 230 volts, 50 cycles, 02 AMP and having speed controller to reduce upto 800RPM, with shaft & blade in plastic-mounted on tank Lid must have port hole for pouring calcium hypochlorite and water when necessary. Lid must have provision for mounting dosing pump on the lid/wall including High pressure Single head Gear motored adjusable Dosing Pump set, Modle:-96 NGQ51, Item NR:- DPP965, uneffected on dry running having no loss of prime, independent of back pressure and able to handle both chemical solution as well as suspension, 230volts, 50 cycles, AC,44 RPM 1/30 fraction HP having output 2US GPD to 40 U.S GPD complete with accessories i.e lead tubing , connecting nuts, injection check valve, clay weight and ferrules including complete all as specified and directed by Engr-in-charge. Make of Dosing system:- ALTOCH Dosing system, Model:- ADS-I Item Nr:- ADS 100, Item NR:- P & Make of High pressure Single head Gear Motored adjusable Dosing pump :- Declibac Modle :-96 NGQ51, Item NR:- DPP9651 or Equivalent in poter & Watt Crop/Briozing Unlimited. Note : Rate quoted shall deemed to be inclusive of extra spare parts like diapharm, NRV, PVC connection pipe, injector, seal etc
M&L for Earthing complete with using GI earth plate electrode 600x600x6.0 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 mtr below normal ground level and earth plate surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness off 15 cm all around the plate with using galvanised iron strip 25X4 mm as earthing lead moulded and retreived to earth plate at one end and connected to main switch / control board at another end with and including 40 mm dia GI light grade from upper end of earth plate upto external face of the wall of the building including 20 mm dia bore GI pipe light grade as water pipe from chamber to upper edge of the plate GI funnel with wire mess fixed on water pipe and provison of PCC 1:2:4 type B-1 (Using 20 mm Dia graded stone aggregate) duly reinforced with mild steel round bar 6 mm dia @ 150 mm c/c both ways with 10 mm dia mild steel bars as in lifting handle with and including necessarry excavation and earth work including laying the pipe concealed in floor / wall allas per plate NO-3 of SSR Part-I complete all as specified and directed and testing on completiopn (Note:- If the desired resistance is not found earthing shall be done by the contractor at no extra cost to Govt).
Suppy and fixing PVC insulated 3 core 4 Sqmm copper wire multistranded ftom starter to Motor complete all as specified and directed
Supply, laying, jointing and testing XLPE/ P.V.C insulated, armoured, heavy duty, aluminum conductor cable 1100 volts grade of any description and any make laid in trenches/ducts, floors, fixed to walls using suitable cable holder etc OF SIZE 25 Sqmm 4 core . complete all as specified and directed by the Engineer-in-charge for the following sizes
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