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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹82.4 LAccepted-AOC 0 0 BASANT AVENUE PHASE II PUNJAB GURDASPUR PUNJAB 143505 | GURDASPUR | PUNJAB | 143505 | 1 | Accepted-AOC Being the lowest bidder. | |
| 2 | 2₹94.4 L+₹12.0 L (14.6%)Rejected-AOC 796 AZAD NAGAR ROORKEE DISTT HARIDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | 2 | Rejected-AOC Being other then the lowest bidder. | |
| 3 | 3₹94.5 L+₹12.1 L (14.7%)Rejected-AOC PLOT NO 261 SHANTI KUNJ ALWAR 301415 RAJ | ALWAR | RAJASTHAN | 301415 | 3 | Rejected-AOC Being other then the lowest bidder. |
Tender Value
₹75.5 L
EMD Value
₹1.4 L
Closing Date
1 Jun 2022, 6:00 pmClosed
CWE Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO. CWE BLY / GE(E) / 111 OF 2021-2022 SPECIAL REPAIR / REPALCEMENT OF BORE WELL AT PUMP HOUSE NO 26 BWL AND SPECIAL REPAIR TO REPLACEMENT OF EXISTING UNSV EFFLUENT LINES OF STPS UNDER GE (E) BAREILLY
2022_MES_506200_3
8200/B/696/E8
Open Tender
Civil Works
Item Rate
180 days
Bareilly
Class C Category a(ii) For Unenlisted Contractor - Meeting enlistment criteria of MES with regard to having satisfactory completed requisite value of work, Annual turnover, working capital , etc as mentioned in NIT.
6 documents required · 6 mandatory
₹1,000
GE(E) Bareilly
₹1.4 L
Yes
20 Jun 2022
5 May 2022
8 Jun 2022
5 May 2022
1 Jun 2022
12 May 2022
Amount
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep for laying of pipes/cables and getting out in soft/loose soil including trmming sides complete all as specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm, in soils complete all as specified and directed.
Removing surplus excavated soil to a distance not exceeding 50m depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L 110mm dia 3-layer PP-R polypropylene random copolymer pipes SDR 7.4 (PN. 16) UV stablised and antimicrobial fusion welded having thermal stability for hot and cold water supply all PP-R plain & brass threaded polypropylene random fittings and fixtures such as bends, tees, elbows, reducers, unions, plugs & sockets etc., laid in trenches complete all as specified and directed. Note : Excavation and earth work shall be measured and paid separately.
All as per item No 4.00 above but of size 75mm dia
All as per item No 4.00 above but of size 50mm dia
All as per item No 4.00 above but of size 32 mm dia
M & L for making connection of PP-R distrubution branch with PP-R distrubution branch with PP-R Main of 50 to 75 bore of pipes in mm by providing and fixing TEE including cutting and making fusion joint etec., all as specified and directed.
M & L for making connection of PP-R distrubution branch with PP-R distrubution branch with PP-R Main of 16mm to 40mm bore of pipes by providing and fixing TEE including cutting and making fusion joint etc complete all as specified and directed.
Supply and fixing , Sluice valve, 100mm dia non-raising type with CI wheel, drilled flanged ends class, PN-1.6, heavy duty with stainless steel spindle and gunmetal working parts including flanged jointing on both ends, jointing material such as rubber/fibre board gasket, suitable size bolts, nuts and twin washers compelete all as specified and directed.
All as per item No 10.00 above but of size 80mm dia
Supply and Fixing PP-R gate valve (brass insert) Cast copper alloy, screwed down, high presssure with crutch or butterfly handle, screwed both ends for iron pipe or for unions / fittings for pipe 50mm dia complete all as specified and directed.
All as per item No. 12 above but of size 32 mm dia
M&L, Construction of Brick Masonry valve chamber of size 900x900x 900mm (Internal dimensions) with PCC 1:4:8 foundation 150mm thick, brick work built in CM 1:6, PCC 1:3:6 coping 50mm thick, plastering 15mm thick in CM 1:6 to all internal and exposed surfaces including excavation earthwork in hard/dense soil, MS sheet cover 4mm thick with locking arrangement embedded in PCC and painting to MS cover with two coats of synthetic enamel paint over one coat of red oxide primer etc complete all as specified and directed.
Supply & fixing Non return valve of 100m dia of approved make and ISI marked with bolts, nuts, rubber insertions etc. complete all as specified and directed.
Supply & fixing of 100 mm size CI double acting air valve of approved make and ISI marked Kinetic type with bolts, nuts, rubber insertions etc. complete all as specified and directed.
M&L ductile iron spigot and socket ends centrifugally cast (spun) in any length, laid in trenches/ floors of 150mm dia complete all as specified and directed. Note:- Excavation earthwork and joints and DI pipe fittings shalll be measured and paid for separately.
M&L for tyton rubber gasket (ISI marked) complete suitable for the size 150mm bore complete all as specified and directed.
Supply, lay, joint, test and commisioning LT, XLPE insulated, screened, PVC bedded, armoured, heavy duty, electric cable with stranded aluminium conductor, 1100 Volts grade, cross sectional area 25 Sqmm, 4 core complete all as specified and directed. Note:-Excavation earthwork,sand cushioning & brick protection shall be measured & paid seperately.
M&L for DI fittings such as bends, tapers, tee, pieces collarts etc for spigot and socketted joint pipes upto 150mm bore including taking out of old/unsv complete all as specified and directed.
Supplying,fixing, jointing, testing CI sluice valve PN-1.6 with non-magnetic steel spindle ISI marked (IS-14846 or latest revised) with flanged ends including necessary mounting nuts, bolts, washers and packing fibre gasket on both ends suitable for 150 mm bore complete all as specified and directed.
M&L for construction of brick masonry valve chamber of size 1050x1050x1050 mm (internal dimension) with sub class 'B' bricks old size built in CM 1:4, PCC 1:2:4 type B-1 as in foundation concrete, bed/ floors, coping and 10 mm thick rendering in CM 1:4 on internal and exposed external surfaces, external plaster shall be upto 15 cm below GL and mixed with water proofing compound @ 2% by weight of cement with and including 40 X 40 X 6 mm angle iron frame 3.15 mm thick MS sheet cover with locking arrangements and one No. 50 mm size 4 lever MS lock with key in duplicate including excavation and earthwork in any type of soil, painting steel surface with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
Cutting of Existing pipe Line in position up to 150 mm bore ( CI) & Insertion of new Tee, branches, collar Including jointing material ,CI Specials and earth work etc complete all as specified and directed
Supply installation testing and commissioning of LT Panel box (KIOSK) type totally enclosed outdoor type CPRI approved made out of 3.15 mm thick CPRI sheet both side openable with powder coated paint over a coat of red oxide primer including separate chamber for bus bar and chromium plated cable glands of different size including connecting out going and incomming MCCB's with insulated aluminium strip suitable for three phase four wire system fixed on MS Channel /angle iron frame over 30 cm from ground level with PCC and complete all as specified and directed. comprising the following :
Incoming MCCB 100 Amps TP 440 volt 25 KA 50 Hz -1 No
Outgoing MCCB TP 63 Amps 440 volt 16 KA 50 Hz - 1 Nos
Star delta for Stater for sumersible pump 30 HP.
Outgoing MCB SPN 40 Amps 230 volt 25 KA - 1 Nos
Busbar aluminium 150 Amps with air insulated for TPN - One set.
Digital multifunction three phase meter for voltage/Amps/frequency etc.
Indicator lamp LED type - 3 Nos
Connection with suitable copper cable PVC single core - 1 Job
PCC plate form with foundation 1 : 2 : 4 = 1 Job
Phase Sequence 3 phase suitable for 30 HP Pump 01 No.
Single phasing preventor suitable for 30 HP Pump 01 No.
M&L for earthing complete with galvanized steel earth plate electrode of size 600 x 600 x 6.00 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below ground level)with using galvanised iron strip 32x6 mm thick as earth lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 5 with top edge of the plate not less than 1.5 mtrs below normal ground level, surrounded from all sides by charcoal dust and commonsalt in alternative layers of 15 cm depth and earth connected with equipments by means of bolts, nuts, check nuts and washers of galvanised iron and connection to earth mesh including welding and complete with fire charcoal after installing earth strip, earth work and filling pit with PCC 1;2;4 type B1 and pre cast RCC cover mix 1;1.5;3) complete all as specified and directed.
Transportation of direct rotary or reverse rotary drilling machine complete with drilling bits, drill shaft and all other accessories required complete with erection of camp of site and removal of all tools and plant on completion of job complete all as specified and directed
Material and labour for drilling of trail bore hole with direct or reverse rotary mechanical rig with appropriate size drill bit as required from GL to the depth shown in below for lowering suitable size of casing/ housing /stainer pipe 300 mm respectively with a provision of a space for filling pea gravel 3mm to 6mm all as around the housing /casing / stainer pipe all as specified and directed for the following :- Note: Casing and column pipe shall be measured and paid separately.
From ground level to 50 mtr depth including making of inicial bore hole manually.
From a depth exceeding 50 mtr below ground level and upto 100 mtr depth all as directed
From a depth exceeding 100 mtr below ground level and upto 150 mtr depth all as directed
From a depth exceeding 150 mtr below ground level and upto 200 mtr depth all as directed
From a depth exceeding 200 mtr below ground level and upto 220 mtr depth all as directed
Material & labour for development of bore with reaming upto 550mm in any kind of soil strata including hard stone/ boulder etc from ground level to 50 mtr depth including making of initial bore hole manually into tube well including assembling, lowering and fixing in position of 300mm dia MS Pipe welding in position MS sleaves 300 mm, 8mm thick necessary cleaning painting complete all as specified and directed. Note:- MS Pipe 300mm dia shall be measured and paid separately.
Material & labour for development of bore with reaming upto 400mm in any kind of soil strata including hard stone/ boulder etc from ground level to 50 mtr depth excedding 50 mtr below GL and upto 250 mtr, into tube welll including assembling lowering and fixing in position MS sleaves 150mm, 8mm thick necessary cleaning painting complete all as specified and directed. Note : MS Pipe 150 mm dia will be measured and paid seperately.
M&L for MS casing pipe of 300mm medium grade both side plain end complete all as specified and directed.
M&L for MS casing pipe of 150mm medium grade both side plain end complete all as specified and directed.
M&L for additional cost for slotting to pipe 150mm size with slot opening 1mm wide and 10cm long at regular interval uniformly distributed percentage of slot should be 20-22 % in each pipe complete all as specified and directed.
S&F jointing and lowering of MS reducing socket made out of MS plate 12mm thick plate of size 300/150mm bore MS pipe including necessary welding complete all as specified and directed.
S&F jointing and lowering of ball plug made out of MS housing pipe 150mm dia walll thickness 8mm three and half meter long blocked with 10mm thick MS plate with hook 12mm dia of rod complete all as specified and directed.
S&F in any position centre guide made of MS flat iron size (40x6mm) at an interval of every plain pipe for 300./150 bore pipe complete all as specified and directed.
Supplying and packing /filling of cleaned and washed pea gravel of size 3mm to 5mm packing to make up cavity alround the stainer pipe from bottom to GL (100mm to 150mm all round the pipe) complete all as specified and directed.
Supply and fixing of MS clamp suitable for 300mm dia housing pipe made for 150x20 mm thick plate including bolts/nuts and washers of required size complete all as specified and directed.
M&L for MS sleaves 8mm thick suitable for 300mm MS pipe welding at joints with width 300mm complete all as specified and directed.
M&L for MS sleaves 8mm thick suitable for 150mm MS pipe welding at joints with width 300mm complete all as specified and directed.
Developing the tube well using air compressor of 600 PSI and not less than 1200 CFM and over pumping to give yield to make sand free water and testing the yield as specified and directed for the following duration:- Note: All type of tools, plants and traransportation required by the contractor is to be arranged by the contractor and the rate for the same will be deemed to be included in the quoted rate.
(i) for first 24 hrs by using air compressor including proper arrangement for back pressure at 4 stage of core sand/grave/medium sand complete all as specified and directed.
(ii) for subsequent hrs if ordered by GE beyond 24 hrs by measns of over pumping method complete all as specified and directed.
M&L for well cap made out of 6mm thick MS plate suitable for 300mm housing pipe to provide cover at top of tube well complete with locking arrangement using 25mm dia 400mm long MS bolt slotted through the cap and casing pipe with 1 No lock complete all as specified and directed.
M&L for 100mm bore GI pipe medium grade ISI marked 1.5m long including screwed cap for pea gravel filling complete all as specified and directed.
Material and labour for strata sample box with glass cover 3 mm thick and having minimum internal dimention 1000mm x 300mm x 100mm made out of stainless steel planks 3mm thick with hinges staple including painting two coats of synthetic enamel paint over one coat of primer complete with soil sample placed in position of planks 20 mm thick . the number of portion may vary with type of soil strata met and over all length of the bore and can be increased beyond 1000mm x 300mm complete all as specified and directed. Note: Strata sample as found while drilling tube well will be kept in the respective pigeon and letter to be painted/ written complete all as specified and directed.
Material and labour for yield test for the bore well by continuously pumping 8 hours to determine using "V" notch constructed at site complete all as specified and directed.
Supply, lowering in borewell, jointing, commissioning and testing of submersible pump set water lubricated and cooled complete with stream line non return valve, directly coupled with pumpset with and including squiral cage induction motor suitable for operation as recomended by manufacturer of pump on 415 V (+/-) 7.5% voltage 3 phase AC supply 30 HP pump set shall be capable to deliver of water at a head of 60 mtrs with 1250 LPM. The electric motor shall be hermetically sealed water lubricated vertical type and shall be directly coupled to the pump to be operated on fully automatic ATS starter (deem to including rate under appropriate respective in items) all acccessories such as stainless steel pump guard jacket (pump and motor shall be same make and HP or higher as recommended by manufacturer complete all as specified and directed. Note. Contractor shall submit the technical details of submersible pumping set with offer.
Supply and laying submersible copper cable 3 core 16 sqmm complete all as specified and directed.
Supply and lowering of column pipe of size 125 mm bore GI Pipe 3.10 m including welding of 02 nos of flange both side of suitable size and making grooves for running of cable including nut, bolt etc complete all as specified and directed.
Testing of water sample for potability according to Government Standard limits from authenticated Government laboratory complete all as specified and directed.
Supply and Fix NRV for Pump 150mm bore all as specified and directed
M&L sand filling in tranches for cushioning of LT UG cable including compacting after filling complete all as specified and directed. Note: only punned thickness shall be measured and paid separetly.
M&L for brick protection with sub class 'B' bricks old size laid dry flat over cable perpendicular across the cable in tranches complete all as specified and directed.
M&L for foundation block of size 1.5mx1.5mx1m of PCC 1:2:4 type B-1 20mm graded aggregate including form work and fair finishing to exposed surface including 4 nos of foundation bolts 12mm dia 12" long made of non magnetic stainless steel complete all as specified and directed. Note : Tenderers may note that amount of credit Rs 36,450.00 will be deducted from the total amount arrived, at the time of Acceptance of contract.
M/S AJIT CONSTRUCTION CO
RADHA ENTERPRISES
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