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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC 2 11 SADAR BAZAR DELHI CANTT 110010 | DELHI | NEW DELHI | DELHI | 110010 | ₹6.7 Cr | L1 | Accepted-AOC Being lowest and reasonable |
| 2 | L2₹6.9 CrRejected-Finance 21 PASCHIM VIHAR EXTENSION NEW DELHI 110063 | WEST | DELHI | 110063 | ₹6.9 Cr | L2 | Rejected-Finance Not being lowest |
| 3 | L3₹7.2 CrRejected-Finance | ₹7.2 Cr | L3 | Rejected-Finance Not being lowest |
| 4 | L4₹11.2 CrRejected-Finance | ₹11.2 Cr | L4 | Rejected-Finance Not being lowest |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling the eligibility criteria |
| Sl No | Description | Qty | Unit | Megha Construction Co. L1 | M/s JAIMAA ASSOCIATES L3 | M/s R. K. Bhambri L2 | M/s R.L.PAREEK L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-I (Site Clearance) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 1,60,000 ₹1.6 L | 98,000 ₹98,000 | 1,35,000 ₹1.4 L | 99,900 ₹99,900 |
| 2.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-II (Exacavation and Earth Work) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 20,00,000 ₹20 L | 14,21,000 ₹14.2 L | 14,00,000 ₹14 L | 5,79,150 ₹5.8 L |
| 3.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-III (Road, Path and Culvert) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 21,50,000 ₹21.5 L | 26,50,000 ₹26.5 L | 22,95,000 ₹22.9 L | 22,39,650 ₹22.4 L |
| 4.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-IV (Compound Wall and Gate) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 50,00,000 ₹50 L | 45,00,000 ₹45 L | 45,90,000 ₹45.9 L | 38,65,995 ₹38.7 L |
| 5.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-V (Sewage Disposal) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 2,70,000 ₹2.7 L | 3,05,000 ₹3.0 L | 2,70,000 ₹2.7 L | 2,67,300 ₹2.7 L |
| 6.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-VI (External Water Supply) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 75,00,000 ₹75 L | 74,00,000 ₹74 L | 59,40,000 ₹59.4 L | 81,00,000 ₹81 L |
| 7.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-VII (External Electric Supply) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 13,50,000 ₹13.5 L | 17,89,000 ₹17.9 L | 17,68,905 ₹17.7 L | 17,55,000 ₹17.6 L |
| 8.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-VIII (DG Set) (Ref pre priced Schedule attached seperately) | 1 | Lump Sum | 31,000 ₹31,000 | 30,000 ₹30,000 | 32,400 ₹32,400 | 41,000 ₹41,000 |
| 9.00 | Lump sum price worked out by the contractor for Schedule 'A' Section-IX (Maintenance and Operation of STP) (Ref pre priced Schedule attached seperately)
Notes :-
(a) Pre-priced amount inserted against Srl No.09 is minimum amount to be quoted by the contractor against Maintenance & Operation of STP. Contractor's profit and anticipated rates for 03 years from expiry of Defect Liability Period (DLP) has not been considered in this amount. Contractor shall consider these aspect while quoting rates for this items. No claims whatsoever in respect of this item shall be entertained.
(b) In no case, the contractor shall pay the wage which are less than the minimum wage including other benifits as prescribed by the Govt from time to time. | 1 | Lump Sum | 76,00,000 ₹76 L | 74,57,000 ₹74.6 L | 74,56,950 ₹74.6 L | 1,21,50,000 ₹1.2 Cr |
Tender Value
₹7.6 Cr
EMD Value
₹7.1 L
Closing Date
11 Oct 2025, 6:00 pmClosed
HQ Chief Engineer Delhi Zone
HQ Chief Engineer Delhi Zone Delhi Cantt-10
PROVN OF SEWAGE TREATMENT PLANTS STP AT APS COLONY AND SANJAY VIHAR UNDER GE U WATER SUPPLY, DELHI CANTT-10
2025_MES_728253_1
CEDZ/TOKEN-34 OF 2025
Open Tender
Civil Works
1642 days
Delhi Cantt-10
As per NIT
9 documents required · 9 mandatory
₹3,000
GE U Water Supply
₹7.1 L
Yes
HQ CE Delhi Zone
7 Feb 2026
29 Aug 2025
13 Oct 2025
29 Aug 2025
11 Oct 2025
26 Sept 2025
29 Aug 2025 - 5 Sept 2025
9 Sept 2025
Amount
Lump sum price worked out by the contractor for Schedule 'A' Section-I (Site Clearance) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-II (Exacavation and Earth Work) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-III (Road, Path and Culvert) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-IV (Compound Wall and Gate) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-V (Sewage Disposal) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-VI (External Water Supply) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-VII (External Electric Supply) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-VIII (DG Set) (Ref pre priced Schedule attached seperately)
Lump sum price worked out by the contractor for Schedule 'A' Section-IX (Maintenance and Operation of STP) (Ref pre priced Schedule attached seperately) Notes :- (a) Pre-priced amount inserted against Srl No.09 is minimum amount to be quoted by the contractor against Maintenance & Operation of STP. Contractor's profit and anticipated rates for 03 years from expiry of Defect Liability Period (DLP) has not been considered in this amount. Contractor shall consider these aspect while quoting rates for this items. No claims whatsoever in respect of this item shall be entertained. (b) In no case, the contractor shall pay the wage which are less than the minimum wage including other benifits as prescribed by the Govt from time to time.
Description of Work / Item(s)
Amount
STP (SEWAGE TREATMENT PLANT) Supplying, installation, testing & commissioning of factory made & finished STP 400 KLD as per Design Basis Report (DBR), designing and construction of Pump House Building of size 9.70 x 5.00 metre & 3.35 metre height including equipment room, chemical store room, duty cum operater room attached Bath & Toilet, with permanent specification of isolated RCC footing, RCC framed structure, sesmic measure, mosquito proofing, anti termite safegurds, app roof treatment etc, consisting of all components required for satisfactory functioning of any technology except Phyto plant based technology suitable to be fit in (30m x 18m) area, capable of meeting the output parameters set by NGT, CPCB / SPCB or DPCC (which ever is stringent) alongwith denitrfication (including all Nitrogen related compounds, gases etc which are not to be discharged) & desulpurisation (including all sulphur related compounds, gases etc which are not to be discharged). The STP product has to be factory finished only & it shall not be fabricated at the ground, except for Civil Engineering part. It can only be assembled at site as recommended by OEM of the technology. The STP should be readily available in the market off the shelf as the work is to be finished within 04 Months post approval of Technology/ drawings etc. In case if any OEM manufacturs factory finished STP of lesser capacity than 400 KLD, it shall be provided in combination/multiplication as recommended by OEM (for ex. 4 x 100, 2 x 200, 1 x 200 and 2 x 200 and likewise). Associated piping work with required valves, Electrical control Panel with interconnecting cable etc. complete as turnkey job with all involved electrical, digital and mechanical works as per detailed specifications for civil, electrical and mechanical components with all duties and taxes complete. Online monitoring system of the out put parameter shall also be provided as per CPCB norms, complete all as specified and directed.
STP (SEWAGE TREATMENT PLANT) Supplying, installation, testing & commissioning of factory made & finished STP 300 KLD as per Design Basis Report (DBR), designing and construction of Pump House Building of size 9.70 x 5.00 metre & 3.35 metre height including equipment room, chemical store room, duty cum operater room attached Bath & Toilet, with permanent specification of isolated RCC footing, RCC framed structure, sesmic measure, mosquito proofing, anti termite safegurds, app roof treatment etc, consisting of all components required for satisfactory functioning of any technology except Phyto plant based technology suitable to be fit in (30m x 18m) area, capable of meeting the output parameters set by NGT, CPCB / SPCB or DPCC (which ever is stringent) alongwith denitrfication (including all Nitrogen related compounds, gases etc which are not to be discharged) & desulpurisation (including all sulphur related compounds, gases etc which are not to be discharged). The STP product has to be factory finished only & it shall not be fabricated at the ground, except for Civil Engineering part. It can only be assembled at site as recommended by OEM of the technology. The STP should be readily available in the market off the shelf as the work is to be finished within 04 Months post approval of Technology/ drawings etc. In case if any OEM manufacturs factory finished STP of lesser capacity than 300 KLD, it shall be provided in combination/multiplication as recommended by OEM (for ex. 3 x 100, 1 x 200 & 1 x 100 likewise). Associated piping work with required valves, Electrical control Panel with interconnecting cable etc. complete as turnkey job with all involved electrical, digital and mechanical works as per detailed specifications for civil, electrical and mechanical components with all duties and taxes complete. Online monitoring system of the out put parameter shall also be provided as per CPCB norms, complete all as specified and directed.
EXTERNAL WATER SUPPLY
M&L for MS pipe header 200mm dia size 6.3mm thick, 3 mtr length with flanged ends closed with end plates not less than 20 mm thick fixed with and including provision of 1 incoming and 5 outgoing connection of 150/100mm dia bore with flanged end including painting with two coat of red oxide primer, complete all as specified and directed.
S&F Pipe heavy duty 'C' Class ERW steel including specials, nominal dia. 100 mm as per IS:3589 (1981), complete all as specified and directed.
S&F MS flanges of size 100 mm bore bore not less than 16 mm thick duly welded on ends of MS pipe, complete all as specified and directed.
M&L for flanged Joints of size 100 mm dia with rubber or fibre board gasket including nuts, bolts and double washers, complete all as specified and directed. Note: MS flange shall be measured and paid for under respective item.
M&L for Making bore hole under the road, payment, hard standing any type of soil through trenchless technology using ultra sounding technique, HDD and necessary machine including HDPE pipe of 250 mm dia suitable for 0.4 MPA working pressure, complete all as specified and directed.
Supply and fixing Cast iron foot valve, conforming to IS-4038, 100mm dia, complete all as specified and directed.
Supplying, installation, testing of non clog submersible motor 10.0 HP including starter, cable connection, complete all as specified and directed.
Supplying, installation, testing of pumping sets, centrifugal, electric driven, supply and Install complete 8 WHP (15 HP) inclusive of starter , cable , pressure gauge and PCC foundation one working and one stand by each location (8 WHP x 2), complete all as specified and directed.
Supplying, installation, testing of pumping sets, centrifugal, electric driven, supply and Install complete 12 WHP (20 HP) inclusive of starter , cable , pressure gauge and PCC foundation one working and one stand by each location (12 WHP x 2), complete all as specified and directed.
Supplying, laying, jointing, testing and commmisioning of DI Pipe of 150 mm bore as per IS:8329, class K-9 with inside cement mortar lining with spigot and socket ends laid in trenches (Proposed 500 signal sewage well to STP Sanjay Vihar), complete all as specified and directed. Note : Joints shall be measured and paid for separetely under respective item.
Supply and fixing Ductile iron fittings for spigot and socketed/flanged pipes upto and including 150mm bore such as bends (any type, radius and angle), Taper any type, (straight, bend, increasing, decreasing or double socket etc.), Tee pieces, single branch, `Y’ Junction, double branch, cross (all sockets or socket and spigot), collar, caps and plugs, complete all as specified and directed.
Drilling hole under the road with the help of bocki / by manual or by machine for crossing Gl tubing upto 200 mm of any size for pipe/ cable protection, complete all as specified and directed.
Supplying, installation and testing of flanged ends water meter 150 mm dia ISI marked woltman type, Class 'B', making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position, complete all as specified and directed. Note :- Flanged joints including jointing materials shall deemed to be included in the unit rate of this item.
All as per Arl item No.16 above but of 100 mm dia
M&L Construction of valves pit chamber having intermal dimension 120 cm x 120 cm x 120 cm (internal height) using PCC 1:4:8, 40mm graded stone aggregate for foundation 15 cms, thick, 23 cm thick wall in cement mortar 1:4, 10mm thick rendering all around the brick work in cm 1:6, PCC (1:2:4) type B1 coping with 20mm graded aggregate for grouting MS frame including 3mm tick MS top sheet cover with locking arrangement including 50mm pad lock with double key angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primers including necessary excavation & earth work in any type of soil, returning filling in and removal of surpuls soil to a distance not exceeding 50 mtrs complete all as specified and directed and shown on drawings.
EXTERNAL ELECTRIC SUPPLY
Supply & fixing SMC street light junction box of size 300x200x105 mm comprising of aluminium bus bar 4 strips for 3 phase and neutral incluiding 01 Nos SP 6 Amp MCB and MS clamp of size 25x3 mm with suitable size nut, bolts & washer, complete all as specified and directed.
Supply and fixing in replacement of MS clamp (suitable for holding street light bracket on steel pole) made out of 40 mm wide 6 mm thick flat iron with M.S nuts bolts 50 mm long 10 mm dia - 3 Nos with flat washer (3mm thick) - 02 Nos for each including painting with aluminium paint over one coat of red oxide to the M.S clamps, complete all as specified and directed.
Supplying, installation, testing and commissioning of LT Panel (Out door LT Panel / LT Pillar Box), complete all as specified, directed and comprising of the followings including removing the old existing panel :- Fabrication Details Main frame 3.15 mm thick CRCA sheet, partition sheets / covers / doors of 2 mm thick CRCA sheet, gland plates 2 mm thick MS sheet (undrilled), base frame of 75 mm MS channel with provision of incoming and outgoing cable entry at the bottom for installation, seperate chambers for Main Bus Bars, MCCBs ACB and Cable end connections free standing floor mounted with degree of protection IP-54 and with heavy duty hinges for doors and locking arrangements with Aldrops at front and Back. Bus bar details Material shall be alluminum bus bar, sleeving heat shrinkable type, with bus bar sizes for phase 1.5 times the rating of incommer MCCB /ACB and out going shall be of rated capacity and bus bar shall be support of epoxy type insulators, earthing of 40x6 mm Gl Flat.
Painting Details :- Painting shall be 7 tank processed powder coated shall be a dry finishing process that uses finely ground particles of pigment and resin based polymer that are electrostatically charged and sprayed onto electrically grounded parts Wiring : Panel wiring shall be of 2.5 sq mm copper standard with LOA MCB wiring for controll wiring and indication lamps Accessories for Pillar Box : Digital Multifunctional Meters CT/PT programmable with RS 485 communication port CC 0 acess to basic power and Energy parameters and Indication Lamps (LED) - 03 Nos Make. L&T/ Secure/ Elmeasure Switch Gears : (a) Incommer:- 250 A Onload Change over Switch, MCCB 160 A, 4 pole,36 KA-1No along with sprader terminals (b) Outgoing :- (i) 125, MCCB 3 pole 25 KA MCCB along with sprader terminals along wIth sprader terminals-1 No (ii) MCB 3 Pole 25 A -05 Nos, MCCB are along with sprader terminals along with sprader terminals-4 Nos (iii) MCB SP 10 A - 01 No (iv) MUG 15 FASD 9-14 A, Starter 10 HP - 02 Nos Note: Rate quoted includes for necessary PCC foundation of LT panel and includes the cost of all Accessories and switch gears.
M&L for painting to new steel tubular LT poles, 9m long including cross arms, channels, angle iron support, bracings, clamps etc. with two coats of aluminum paint superior quality of approved make on surfaces exposed to view including preparation of new steel surfaces of pole, complete all as specified & directed.
Supplying, installation, testing and commissioning of out door type Busbar Chambers of size 80x80x70 cm (Feeder piler box) fabricated by MS Sheet of size 3.14 mm gauge mounting on angle iron frame suitable for 415 Volts, 3 phase, 4 wire AC as specified and with and including aluminium bus bar of cap 400 amp installed on porcelain insulators including MCCB 250 amp, 36 KA, 4 pole, 415 Volt for incoming. The Busbar Chambers shall be dust proof, vermin proof, and 40 x 40 x 6 mm angle iron frame work, front opening with locking arrangement duly painted with two coats of grey enamel paint over a coat of red oxide primer on the outside and two coats of red oxide primer in the inside, complete all as specified and directed.
DG SET
Supplying, installation, testing and commissioning of along with foundation of 58.50 KVA silent Diesel Engine driven generating set with acoustic enclosure construction with AMF Panel and foundation of DG set DIESEL ENGINE : four cylinder, liquid cooled naturally aspirated, vertical engine, electric start, compression ignition, 4 stroke designed to run continuously at 1500 RPM confirming to IS- 10002, ISO-3046, BS 5514 standard with an overload capacity of 10% for one hour in every 12 hrs operation. DG set will comply with present CPCB-IV+ emission standard norms. The DG set should comprise of followings :- Radiator with fan, mico fuel pump with electronic governor, Dry type air cleaner, Exhaust silencer, Lube oil filter (Spin on Type), Fuel Oil Filter (Spin on Type), 12v electric starting system, Battery charging alternator, Stop solenoid, Lube Oil pressure gauge, Water Temp Gauge, Ammeter battery charging coolant, First fill of lube oil. ALTERNATOR: Suitable for continuous operation rated at 1500 RPM, 415v, 0.8pf, 3 phase in spdp enclosure, self-excited & self-regulated Brush less floor mounted with ball or bearings on end shields. the alternator conforms to IS:4722, BS EN 60034-1 & will be suitable for tropical condition 1 Nos. Detailed Specifications are as under :- DIESEL ENGINE GENERATING SET: The DG SET to be provided shall be of the following detailed specifications: - (a) The capacity of Generator set shall be net after all due derating factors as per relevant IS/BS Standards design. (b) ALTERNATOR: - Standard design alternator rated capacity at 0.8 (lag) power factor AC, 3 -phase 4 - wire 415 volts 50 Hz, 1500 RPM, self-excited, self-regulated screen protected drip proof brushless design with winding in pole faces, insulating class 'H' and voltage regulation of + 1% at rated voltage from no load to full load. The alternator shall be confirming to BS 5000, IS: 13364 Part I (1992) and shall be in position to generate supply with frequency regulation within + 1% tolerance. The alternator will be suitable for tropical climate and shall generally confirm to BS - 2613/5000/ IS - 4722. a) Insulation class - 'H' b) Temperature rise Class - 'H' c) Excitation: Self Excited d) Regulation performance: The voltage is kept constant with + 1%. e) Frequency regulation + 1% f) Enclosure - IP 23
SEWAGE DISPOSAL
M&L for designing (Hydraulically, Structurally and Asthetically) and constructing raw sewage collection RCC sump of size 3.5 mtr diameter and 5-6 mtr invert level in M-30 design mix of 50000 ltrs capacity including excavation in any type of soil, foundation concrete RCC roof slab (top) with CI manhole covers, rendering RCC wall, bottom slab in cement mortar 1:4 using liquid water proofing, treating the wall and bottom with epoxy paint, refilling of earth and disposal of soil and water tightness testing after completion, complete all as specified and directed.
M&L for designing (Hydraulically, Structurally and Asthetically) and constructing raw sewage collection RCC sump of size 4.0 mtr diameter and 5-6 mtr invert level in M-30 design mix of 60000 ltrs capacity including excavation in any type of soil, foundation concrete RCC roof slab (top) with CI manhole covers, rendering RCC wall, bottom slab in cement mortar 1:4 using liquid water proofing, treating the wall and bottom with epoxy paint, refilling of earth and disposal of soil and water tightness testing after completion, complete all as specified and directed.
M/s JAIMAA ASSOCIATES (BID ID -3442011)
Megha Construction Co. (BID ID -3441142)
M/s R.L.PAREEK (BID ID -3448361)
M/s R. K. Bhambri (BID ID -3442721)
M/s JAIMAA ASSOCIATES (BID ID -3442011)
M/s R.L.PAREEK (BID ID -3448361)
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