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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹19.4 L+₹2,864 (0.15%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹23.2 L+₹3.8 L (19.5%)Rejected-AOC 14 ILTIFATGANJ AMBEDKAR NAGAR UTTAR PRADESH 224145 UDYAM UP 04 0036158 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | L3 | Rejected-AOC L3 | |
| 4 | L4₹24.1 L+₹4.6 L (23.9%)Rejected-AOC 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L4 | Rejected-AOC L4 |
Tender Value
₹24.9 L
EMD Value
₹49,900
Closing Date
25 Jul 2020, 6:00 pmClosed
GE Jammu
GE Jammu c/o 56 APO Pin-180003
CLEANING AND REPAIRS TO SEWAGE LINE, MANHOLE, SEPTIC TANK AND SOAKAGE WELLS AT ZONE B AND REPAIRS TO FENCING, SECURITY WALL, PATH AND STORM WATER DRAIN ETC AT ZONE A AND B AT SUNJUWAN UNDER GE JAMMU
2020_MES_356059_1
GEJC-24/2020-21
Open Tender
Civil Works
Item Rate
365 days
AOR of GE Jammu
Class E category a i
8 documents required · 8 mandatory
₹500
GE Jammu
₹49,900
Yes
28 Oct 2020
27 Jun 2020
27 Jul 2020
27 Jun 2020
25 Jul 2020
11 Jul 2020
Amount
Cleaning of sewage line,horizontal or vertical of dia 75 mm to 150mm by rodding, well flushing using adequate/sufficient water and making it clear for smooth flow sewage from WC/ NT/SNT/FT (at any floor to 1st manhole out side building) including desludging the 1st manhole and cleaning to entire satisfaction of Engr-in-Charge and removing the sludge to a distance out side of MOD land from site ; resetting the manhole cover and making the area neat and clean complete all as specified and directed. Note:- For the purpose of payment, cleaning of sewage lines and upto including 1st manhole shall be measured as one job.
Cleaning of existing drain pipes up to & including 200mm dia at any depth by rodding manually / mechanically as required at site from manhole and well finishing after cleaning including getting out sludge if any and liquid materials from connecting manholes deposited the sludge to any distance place outside the defence land at their own cost and cost of removal shall be included in the quoted rates complete all as specified and directed by Engineer in charge in case requirement of injecting machine is necessary will also be provided by the contractor as directed by engr in charge cost will be included in item no 2.
Note:-(i) Engagement of two sweepers cum sewage drain attendents along with tool and plant required on daily basis for a period of Eleven months for attending the daily sewage related complaints.The complaints will be collected daily by contractor or his accredit agent at 9.00 hours from the office of Engineer-in-charge and will be got signed from unit JCO/NCO for OTM Accn and user occupent of Married Accn after clearing the complaints. No complaint shall be kept pending unattended for a period of more than 24 hours.Any damage to man hole,gully trap,cover slab,CI access doors of CI Pipes of any dia,PVC pipe /fitting, 'P' traps,floor trap during the process of cleaning /clearing shall be made good by the contractor by replacing same by new items without any extra cost to Govt.
Note:- (ii) The sewage line is required to be cleaned by using water jetting machine as directed by Engineer -in-charge .The unit rate quoted by the contractor shall deem included this provision and no extra claim on this account shall be entertained by the department. Jetting machine will be compulsory min three times weak otherwise one day recovery will be Rs 10,000.00 deducted.
Cleaning of Septic tanks of capacity upto and including 25 users by removing sludge and sludge water by pumping or manually or by any means and the sludge/sludge water is to be disposed off in covered containers to a distance exc 2 Kms outside the periphery of defence land including taking off and refixing manhole covers complete all as specified and as directed.
All as per item No. 3 here in before but septic tanks of capacity exc 25 and not exc. 50 users capacity complete all as specified and as directed.
All as per item No. 3 here in before but septic tanks of capacity exc 50 and not exc. 100 users capacity complete all as specified and as directed.
All as per item No. 3 here in before but septic tanks of capacity exc 100 and not exc. 200 users capacity complete all as specified and as directed.
All as per item No. 3 here in before but septic tanks of capacity exc 200 and not exc.300 users capacity complete all as specified and as directed.
All as per item No. 3 here in before but septic tanks of capacity exc 300 and not exc.500 users capacity complete all as specified and as directed.
Excavating in trenches n. exc. 1.5 m wide and n. exc. 1.5 m in depth, for foundation etc. and getting out in any type of soil complete all as specified and as directed.
Excavating in trenches n. exc. 1.5 m wide, depth exc. 1.5 m and n exc 3 m, for foundation etc. and getting out in any type of soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed.
Removing excavated soil to a distance not exc 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed.
Demolition and breaking up drain pipes (salt glazed stoneware, AC or Reinforced concrete) of 150 mm dia, jointed in cement mortar and taking out from trenches and removing debris including concretre bed and haunching from the side outside cantt area complete all as specified and as directed.
M&L Concrete bed to drain pipes of bore 150 mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate complete all as specified and as directed.
M&L Salt glazed stoneware drain pipes of bore 150 mm dia grade 'A' laid in trenches in concrete bedding and jointed complete in CM 1:1 all as specified and directed.
Demolition and breaking up drain pipes (salt glazed stoneware, AC or Reinforced concrete) of 200 mm dia, jointed in cement mortar and taking out from trenches and removing debris including concretre bed and haunching from the side outside cantt area complete all as specified and as directed.
M&L Plain cement Concrete (1:3:6) type C2 bed to 200 mm bore drain pipes including packing under , and haunching against the sides of pipes after they are laid and tested, in complete all as specified and as directed.
M&L Salt glazed stoneware drain pipes of bore 200 mm dia grade 'A' laid in trenches in concrete bedding and jointed complete in CM 1:1 all as specified and directed.
Taking down cement plaster on brick or stone walls etc. including racking out joints, hacking for key, scrubbing down with water, any description etc. and removing of the rubbish out side of MOD land complete all as specified and as directed.
Demolition Brickwork or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins,arches, pillars,etc. but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
M&L Brickwork with sub class "B" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 all as specified and as directed.
All as per item No 21.00 above but except bricks complete all as specified and as directed.
M & L 15 mm thick rendering in two coats on brick work or concrete surface in cement mortar 1:4, surface finished even and fair without using extra cement complete all as specified and as directed.
Demolition of reinforced cement Concrete of any description and in any position not otherwise specifically provided for Cement concrete, complete all as specified and as directed.
M & L providing pre-cast cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slab of manholes, septic tank, soak well etc set in cement mortar 1:4 with plain fair faces including chamfered weathering, throating etc including necessary use and waste of form work complete all as specified and as directed.
S & F mild steel TMT bars 6 to 8 mm dia as in reinforcement, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
S&F vitreous China wash down water closet pan ( padestal pattern Water Closet, ( excluding flushing cistern and flush pipe) , including fixing bolts, connection to drain ( or outgoing pipe) and to flushing pipe , etc., and fixing of seat cover complete fixed in repairs complete all as specified and as directed.
S&F (in repairs) Vitreous china, white, Squatting pan ,'Orrisa' pattern size 580x440mm with integral footrests water closet) , front or back inlet complete , connection to drain pipe and to flushing pipe , antisyphonage pipe etc complete including making good to floor to match with the exisitng all as specified and directed by Engr-in-Charge.
S&F Vitreous China bowl urinal flat back, size of 465x355x265 mm White ( minimum), with grating and union for discharge pipe , fixed in repairs including connections to flushing pipe and outgoing pipes complete all as specified and as directed.
S&F in repair PVC connection 15 mm dia 450 long with PTMT nut at both ends complete all as specified and as directed.
S & F in repair plastic water closet seat (approved colour) closed pattern with recessed bottom and cover and mild steel chromium plated or aluminium hinging device, complete all as specified and as directed.
S & F in repair PVC (SWR) pipes single socketed in any length with solvent cement joints, fixed to wall/floor/ trenches for the following bore of pipe :-
110 mm dia bore complete all as specified and as directed.
75mm dia bore complete all as specified and as directed.
S & F in repair PVC (SWR) bends any radius with solvent cement joints, fixed to for the following bore of pipe :-
110 mm dia bore complete all as specified and as directed.
75mm dia bore complete all as specified and as directed.
S & F in repair PVC (SWR) junction single, single (T) equal or unequal with solvent cement joints, fixed to for the following bore of pipe :-
110 mm dia bore complete all as specified and as directed.
75mm dia bore complete all as specified and as directed.
S & F in repair PVC (SWR) couplers with solvent cement joints, fixed to for the following bore of pipe :-
110 mm dia bore complete all as specified and as directed.
75mm dia bore complete all as specified and as directed.
S & F in repair PVC (SWR) reducers with solvent cement joints, fixed to for the following bore of pipe :-
110 mm dia bore complete all as specified and as directed.
S&F in repair cover of CI oval acess door with bolts and rubber gasket to make it water tight for 100 mm bore CI bends complete all as specifed and directed by Engineer-in-charge.
S&F in repair cover of CI oval acess door with bolts and rubber gasket to make it water tight for 75 mm bore CI bends complete all as specifed and directed by Engineer-in-charge.
Supply and fixing, UPVC branch piece, single (single 'Y') with access door for 110 mm bore complete all as specified and directed.
Supply and fixing, UPVC branch piece, single (single 'Y') with access door for 75 mm bore complete all as specified and directed.
Dismantling CI/PVC pipe 75/100mm bore complete all as specified and directed by Engineer in charge.
M & L of CI sand cast pipe 75 mm bore fixed to wall/laid in trenches etc jointed with cement joints complete all as specified and directed by Engineer in Charge.
All as per item 42 here-in-before but 100mm bore complete all as specified directed by Engr in Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding, terrazo dado from wall surface (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specied and directed.
M&L Non skid ceramic coloured designer seamless tiles 7 to 8mm thick area of each tile exceeding 0.11 sqm but not exc 0.18 sqm,in floors etc.set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface over and including 15mm thick screed bed in CM 1:4 complete all as specified and as directed.
M&L Glazed ceramic coloured designer seamless tiles 300x450x7 to 8 mm thick on vertical surface as in skirting,dado set and jointed with neat cement slurry and pointed in white or coloured cement to match with the surface over and including 15mm thick screed in CM 1:4 complete all as specified and as directed.
S/F PVC low level flushing cistern valve less,syphonic action type of 10 ltrs capacity white with inlet, ball valve, float and handle incl. PVC flush pipe 32mm dia complete all as specified and as directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc. 15cm thickness (below or above ground level) and removing from site complete all as specified and as directed.
M & L Chequered cement concrete tiles 20cm x 20cmx25mm thick,set jointed and pointed in neat cement slurry in floors using white cement and pigments over and including 15mm thick screed bed in CM 1:4 complete all as specified and as directed.
S & F Precast kerb stones(factory made) in PCC 1:2:4 type B-1 incl chamfers, weatherings,throatings etc in smooth finish & set in cement mortar 1:4 on sides of roads including necessary excavation embedding blocks in the ground to depth complete all as specified and as directed.
M & L for 75 mm thick plain cement concrete type 1:4:8, D-2 (using 40mm graded stone aggregate) as in sub base of path complete all as specified and as directed.
M&L machine pressed precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 60 mm thickness M-35 Grade with grey cement and no pigment laid over and including 25 mm thick sand cushion complete all as specified and directed.
M & L for walling of random rubble masonary uncoursed, well bonded, bedded and solidely hearted built in cement mortar 1:4 in wall all as specified and directed by Engineer in Charge.
All as per item No 53.00 here in before but except stone complete all as specified and as directed.
Flush pointing to random rubble masonry uncoursed or brought upto coursed in CM 1:4 complete all as specified and as directed.
Dismantling RCC posts or structs of any description and section embedded in natural ground including taking out embedded portion and making good the disturbed ground surfaces all as specified and as directed by Engineer-in-Charge.
Excavation in post holes (or similar holes) each n.exc 0.50 Cu.m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed.
M&L for rolled steel section as in posts, struts, gate and staples in fencing including cutting top to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary bolting or riveting, welding etc and similar work conforming to FE-290 Gde E -165 complete all as specified and as directed.
S&F in repair barbed wire, galvanized steel, 2 strand 2.24 mm dia with 2mm dia barbs at 75mm spacing straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins, etc complete all as specified and as directed. Note:- Each line wire to be measured separately.
All as per item No 59.00 above above but fixing only complete all as specified and as directed.
Taking down steel gates of any description n.exc 3.5m length and 3mtr in height and in any position complete all as specified and as directed.
M&L for two coats of synthetic enameled paint over a coat of red oxide primer including preparation of steel surfaces exc 10cm width or girth complete all as specified and as directed.
M&L two coats of cement base paint incl preparation of newly plastered surfaces complete all as specified and as directed.
All as per item No 63.00 here in before but applying one coat of cement based paint on walls complete all as specified and as directed.
S & F precast cement concrete louvres and jallies, 40mm thick (measured solid), including all moulding and set in 1:4 cement mortar complete all as specified and as directed
Supply only MS chain link fencing 3 to 4 mm dia of size 75 x 75 mm complete all as specified and as directed by Engr in charge.
Fixing only chain link fencing including line wires, any mesh, size anf type to any type of standards, rail, straining bolts etc including provision of binding wire complete all as specified and as directed.
ASHFAQ AHMED MANHAS
M/S R S CONSTRUCTION CO
s s construction
Bidder Name
s s construction
ASHFAQ AHMED MANHAS
M/S R S CONSTRUCTION CO
M/S CHOUDHARY BUILDERS
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