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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC 63 MANDIR LANE BALLUPUR CHOWK DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-AOC Acceptance of Contract | |
| 2 | L2₹49.1 L+₹1.6 L (3.40%)Rejected-AOC 107 NEAR POST OFFICE PRENAGAR DEHRADUN 248 007 UK | DEHRADUN | UTTARAKHAND | 248007 | L2 | Rejected-AOC OK | |
| 3 | L3₹49.3 L+₹1.8 L (3.85%)Rejected-AOC 208 DOON VIHAR RAJPUR ROAD JAKHAN DEHRADUN UK | L3 | Rejected-AOC OK | |
| 4 | L4₹49.9 L+₹2.4 L (5.16%)Rejected-AOC 11 CIVIL LINES ROORKEE 247667 DISTT HARDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | L4 | Rejected-AOC OK | |
| 5 | L5₹50.0 L+₹2.5 L (5.21%)Rejected-AOC 1 259 CHUKKUWALA DEHRADUN UK | DEHRADUN | DEHRADUN | UTTARAKHAND | L5 | Rejected-AOC OK |
Tender Value
₹50.0 L
EMD Value
₹99,600
Closing Date
14 May 2024, 6:00 pmClosed
GE IMA Dehradun
GE IMA Dehradun
REPAIR AND MAINT TO SEWAGE LINE MANHOLES SEPTIC TANK SOAKAGE WELLS DRAINS FOOTPATH HARDSTANDING AND OTHER MISC WORKS IN JCO ORS CIV MD ACCN AT CR CAMP AND MT COLONY UNDER AGE BR I AREA AT IMA DEHRADUN
2024_MES_650737_1
GE/IMA/T-28 of 2024-2025 9416/E8
Open Tender
Support/Maintenance Service
Item Rate
270 days
GE IMA Dehradun
Refer NIT
6 documents required · 6 mandatory
₹500
Yes
GE IMA Dehradun
₹99,600
Yes
19 Jul 2024
22 Apr 2024
16 May 2024
23 Apr 2024
14 May 2024
6 May 2024
Amount
Demolition of brick work or stone/boulder masonry built in cement mortar on cement lime mortor and removing rubbbish of out side IMA premises.
M&L for brick work with sub class ‘B’ brick (old size) straight or curved on plan exc 6m mean radis built in cement mortar 1:6 complete all as specified.
M&L for Brick work with sub class ‘B’ bricks (old size), straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed.
M&L for Walling of random, rubble, stone masonary, well bonded, bedded and solidly hearted and built in cement mortar (1:6) complete all as specified and directed.
M&L Walling of random, rubble, stone masonary, (except stone) well bonded, bedded and solidly hearted and built in cement mortar (1:6) complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression from a straight edge, held against the dressed surface n.exc. 40 mm (lime or sand stone) complete all as specified and directed.
M&L for Raised pointing in cement mortar 1:4 to random or polygonal rubble, uncoursed or brought upto courses stone masonry complete all as specified & directed.
Taking down cement plaster on brick or stone walling built in cement mortar including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
M&L for Rendering 15mm thick plaster on fair faces of brick work or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement and mixed with water proofing compound as per manufactures instructions, complete all as specified and directed
M&L for Rendering 15mm thick plaster on other than fair faces of brick work or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and directed.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n' exc. 1.5 m in depth and getting out in soft/loose soil complete all as directed.
Excavation in trenches not exc 1.5m wide and exc 1.5m and not exc 3.0 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and getting out in soft/ loose soil complete all as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n. exc. 25 cm complete all as specified and directed.
Removal of surplus soil out side IMA premises and depositing as directed at a level n. exc. 1.50m above the starting point complete all as specified and directed.
S&F PVC (SWR) 110mm dia pipes single socketed, in any length with rubber ring joints, fixed to walls/floors fixed in repair complete all as specified and directed.
S&F PVC (SWR) 75mm dia pipes single socketed, in any length with rubber ring joints, fixed to walls/floors fixed in repair complete all as specified and directed.
S&F PVC branch pieces single ordinary or inverted or with parallel branches 110mm dia fitted with oval access doors fixed in repair complete all as specified and directed.
S&F PVC branch pieces single ordinary or inverted or with parallel branches 75 mm dia fitted with oval access doors fixed in repair complete all as specified and directed.
S&F PVC bends fitted with oval access doors 75 mm dia any radius diminishing pieces or tapers fixed in repair complete all as specified and directed.
S&F PVC bends fitted with oval access doors 110 mm dia any radius diminishing pieces or tapers fixed in repair complete all as specified and directed.
S&F PVC (SWR) floor trap 100mm dia, plain with grating including jointing with solvent cement fixed in repair complete all as specified and directed.
S&F PVC (SWR) floor trap 75 mm dia, plain with grating including jointing with solvent cement fixed in repair complete all as specified and directed.
S&F Salt -glazed stoneware gully trape square of rounded mouthed size 150x 150 mm fixed in repair complete all as specified and directed.
S&F Factory made Medium duty precast RCC Manhole cover confirming to IS 12592 (Part -I & II ) having clear opening 450mm x 450 mm x 60 mm of M-30 Grade of concrete and suitably reinforced with strong vibrating compaction by vibratory table complete all as specified and directed. Make:- Tulip Infrastructure, Jain tiles Haldwani, NTC Panchkula.
S&F Factory made Precast plain / perforated RCC manhole cover size (900x 450 x 80 mm of M-30 grade of concrete reinforced with 8 mm dia TMT bar of Fe- 500 grade at 150 mm c/c spacing both way with strong vibrating compaction by vibratory table complete all as specified and directed. Make:- Tulip Infrastructure, Jain tiles Haldwani, NTC Panchkula.
M&L for PCC 1:4:8 type D-2, (using 40 mm graded crushed stone aggregate) as in foundation, filling, mass concrete and sub base of floor complete all as specified and directed
M&L for PCC 1:2:4 Type B-0 {using 12.5mm graded crushed stone aggregate} as in coping/ benching including weathering, slightly rounded or chamfered angles and throating etc including necessary form work incl demolition of existing cement concrete of any description complete all as specified and directed.
M&L for PCC 1:2:4 type B-2 (using 40mm graded crushed stone aggregate) as in surface channels and drains including demolition and taking out of existing cement concrete of any description complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed.
Cutting into exisiting manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching and forming channels and reforming benching etc complete in PCC 1:2:4 type B1 smooth finish complete 150mm dia & up to 300 mm dia complete all as specified and directed.
M&L for 75mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in plinth protection or similar places, and finishing the surface even and smooth without using extra cement including making joints 12mm wide to the full depth of PCC at every 3 meters and at every change of direction and filling the same with sealing compound grade 'A' including necessary formwork etc and including demolition of existing old cement concrete complete all as specified and directed.
M&L for DWC (Double wall coruggated) HDPE pipes of size 200mm (ID) confirming to IS 16098 Part-II of strength/stiffness class SN 8 laid in trenches on concrete bed to level/ gadient, jointing as per manufacturers instructions including jointing accessories as required complete all as specified and directed. Make:- Astral Pipe, Prayag, Supreme.
M&L for DWC (Double wall coruggated) HDPE pipes of size 150mm (ID) confirming to IS 16098 Part-II of strength/ stiffness class SN 8 laid in trenches on concrete bed to level/ gadient, jointing as per manufacturers instructions including jointing accessories as required complete all as specified and directed. Make:- Astral Pipe, Prayag, Supreme.
S&F Reinforced contrete pipes 150mm bore, class NP2 laid on concreate bed or directed all hard ground and jointed complete all as specified and directed.
S&F Salt-glazed stoneware drain pipes grade 'A' 100mm dia laid in trenches and jointed complete all as specified and directed.
S&F Salt-glazed stoneware drain pipes grade 'A' 200mm dia laid in trenches and jointed complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 100mm bore of pipe complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 200mm bore of pipe complete all as specified and directed.
M&L for Precast RCC 1:2:4 Type B-1( using 20 mm graded crushed stone aggregate} as in cover slab, set and jointed in CM 1:4 incl demolition of existing old RCC slabs of any description complete all as specified and directed. (Note: Reinforcement shall be measured and paid separately under respective items of this BOQ)
S&F Mild steel framed work such as grills, grating etc with end of bars shouldered and/ or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, and similar work complete all as specified and directed
Dewatering of septic tank/ soakage well of any depth by pump or by manual after plugging of incoming sewage lines and throwing water into non residential area or in drain/nallah out side IMA premises complete all as specified and directed by Engineer-in-Charge.
Cleaning of septic tanks, soakage well of any depth including inlet and outlet chamber and removing sludge, silt, residue both organic and in-organic nature including any other type of waste material after plugging of incoming sewage line and removing waste material/sludge etc to a distance n.exc 1.5 km and burrying in a pit complete all as specified and directed by Engineer-in-Charge.
Cleaning the manhole up to 1.50m deep by rodding manually and removing the sludge from manhole and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed.
Cleaning the manhole depth exc 1.50m deep by rodding manually and removing the sludge from manhole and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed.
Cleaning the sewage line up to 150mm dia by rodding manually and removing the sludge and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed.
Cleaning the sewage line over 150mm dia and upto 250 mm dia by rodding manually and removing the sludge and completely cleaning by flushing with water etc complete , sludge shall be buried into ground and throwing the enough quanity of lime to stop the foul smell complete all as specified and directed. Note:(Quated Rates are including with one helper to trade man).
M&L for Construction of soakage well of size 1.20 M dia X 3.0 M deep, excavation in any type of soil, foundation in PCC 1:3:6 type C-2, walls of honey combed and solid in M-25 concrete, including brick work in cement mortar 1:4, plaster where shown on drg shall be 12mm thick in cement mortar 1:6, bearing plaster 15mm thick in cement mortar 1:4, RCC cover slab In M-25, filling with brick bats of gauge 80 to 150mm including Demolition of existing old soakage well complete all as specified and shown in Drg TD-309 sheet 1/4 to 4/4.
M&L for Construction of soakage well of size 1.8 M dia X 3.0 M deep, excavation in any type of soil, foundation in PCC 1:3:6 type C-2, walls of honey combed and solid in M-25 concrete, including , brick work in cement mortar 1:4, plaster where shown on drg shall be 12mm thick in cement mortar 1:6, bearing plaster 15mm thick in cement mortar 1:4, RCC cover slab In M-25, filling with brick bats of gauge 80 to 150mm including Demolition of existing old soakage well complete all as specified and shown in Drg TD-309 sheet 1/4 to 4/4.
Attending complaints like leakge of taps, angle valve stop coks or in pipes, fitting and removing of plumbing fittings such as Bib taps , pilllar taps, GI tubing , stop cocks, angle vales, float valves water tanks, gratinsgs, traps , WCs flushing cistern, waste pipes, WHBs, EWCs and similar work for continuity of essential internal water supply/sanitary services by employing an experienced team of plumbers and helpers to restore the exiting/services to the satisfaction of Engineer-in-Charge. Note :- (i) T&P including convence to reach door to door for attending the jobs will be provided by the contractor. (ii) Material will provided by seggregation of complaints (72 Hours/3 days/15 days/30 days) to the contractor and will be seperatly measured & paid as per item below. (iii) The complaint slip will be collected from complaint cell incharge/JE(Civ) by the contractor or high authority rep in writing. (iv) The area/Location of of Job will be all MD and OTM accn in AOR of AGE B/R-I. (v) If any complaint not attended by contractor with in 24 hours he will be liable for penalty/recovery of Rs.150 per complaint.Amount will be deducted from running payments/Final bill.
Attending complaints related to carpenter work and obtaining completion from user including repair/easing of doors re-fixing or tightening of doors, windows, resecuring of door/window wire guage, (fixing only) builders hardwares, helical door spring including use of all types of nails, screws etc which are required to make good the work, use of any other stores/fittings shall be paid seprately under Supply only items in building to continuity of essential carpentry service by employing a team of experienced carpenters with a helpers to restore the existing service to the satisfaction of Engineer-in-Charge. All as directed T&P for attending the job will be provided by the contractor. Note :- (i) T&P including convence to reach door to door for attending the jobs will be provided by the contractor. (ii) The complaint slip will be collected from complaint cell incharge/JE(Civ) by the contractor supervisor. (iii) The area/Location of of Job will be all MD and OTM accn in AOR of AGE B/R-I. (iv) If any complaint not attended by contractor with in 48 hours he will be liable for penalty/recovery of Rs.150 per complaint.Amount will be deducted from running payments/Final bill.
Attending complaints related to Cleaning of blocked WC seat of pedestal/ squatt pattern floor trap of bath room & kitchen upto Ist manhole and making the drain pipe of any size full fuctional by flushing with water to entire satisfaction of engr-in charge including cleaning of 1st manhole and removing the waste material/sludge etc to a distance n. exec 300m and burning the same in pits complete all as specified and directed by Engr-in -charge. T&P for attending the job will be provided by the contractor. Note :- (i) T&P including convence to reach door to door for attending the jobs will be provided by the contractor. (ii) Material will provided by department through maintanace cell and neccessary salvage/unused material deposit back to complaint cell incharge/JE(Civ). (iii) The complaint slip will be collected from complaint cell incharge/JE(Civ) by the contractor supervisor. (iv) The area/Location of of Job will be all MD and OTM accn in AOR of AGE B/R-I. (V) Scan Copy of EPF,ESIC will be provided by the contractor at the time of bid submission other wise bid will be rejected in technical bid. (VI) If any complaint not attended by contractor with in 24 hours he will be liable for penalty/recovery of Rs.100 per complaint.Amount will be deducted from running payments/Final bill.
Preparation of new plastered surfaces of wall and applying two coats of snowcem (cement base paint) complete all as directed.
Prepration of new surfaces of wall / ceiling and applying two coats of oil bound emulsion distemper over a coat of primer complete all as specified and directed.
M&L for RCC 1:1½:3 (nominal mix) (using 20mm graded crushed stone aggregate) as in slab supported on walls beams and columns in floor, roof, landing and in shelves and the like including demolition of existing R.C.C complete all as specified and directed.
Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Use and waste of form work to edges of concrete flat slab and shelves, not exceeding 20cm Thick for fair finish surface complete all as specified and directed.
Use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick for fair finish surface complete all as specified and directed
Supply and fixing 15 mm dia angle cock/ angle valve chromium plated with capstain head screwed down high pressure complete. Make:- Jaquar , Cera (Victor series), Kohler.
S&F in repairs 15 mm dia ball valve PTMT, high pressure with polythene float and fly nut complete, screwed for iron pipe complete all as specified and directed. Make:- Cera, Prayag, Polytuff,
S&F in repairs 20 mm dia ball valve PTMT, high pressure with polythene float and fly nut complete, screwed for iron pipe complete all as specified and directed. Make:- Cera, Prayag, Polytuff.
S&F 15mm bore short body bib tap chromium plated with wall flange and aerator fixed in repair complete all as specified and directed. Make:- Cera, Prayag, Polytuff.
S & F in repairs vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor and fixed complete all as specified.
S & F in repair Vitreous China wash hand basin, white, flat back, size 550 x 400 mm including waste coupling and PVC waste pipe up to floor trap and fixed complete all as specified.
S&F PVC low level flushing cistern 10 Ltr capacity symphonic action type white including ball valve, float valve and handle including bracket and PVC flush pipe fixed in repair complete all as specified and directed. Make:- Jaquar, Cera, Parryware.
S & F in repairs plastic water closet seat cover, white, closed pattern with flat bottom, and cover and stainless steel hinging device and fixed all as specified.
M&L for 25mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone agg) used as sub floor finish the surface to receive to tiles including demolition of existing old cement concrete floors etc complete all as directed.
M&L for Non skid ceramic coloured tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.6 Sqm but not exceeding 0.11 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in tile grout to match the shade of tiles with and including laying of 15 mm thick screed bed or bedding layer in cement mortar 1:6 complete including dismantling of existing floor tiling including cement mortar bedding and removing rubbish off the premises complete all as directed.
M&L Glazed ceramic coloured tiles of size 450x300 x 7mm , as on vertical surfaces such as skirting, dados etc set and jointed in neat cement slurry and pointed intile grout to match laid over and including 10mm thick rendring in cement mortar 1:4 including 10 mm thick rendering in cement mortar 1:4 finished rough surface to receive tiles including dismantling of existing wall tiling including cement mortar bedding and removing rubbish off the premises complete all as directed.
M&L for 300x300x25mm thick (M-35) glossy finish polished red color Chequered cement concrete tile of any pattern as decided by Engr-in-charge as in floors/pavings laid over 20 mm thick screed bed in cement mortar 1:6 laid and jointed with white cement slurry mixed with pigment to match the shade of tile complete including dismantling of existing tiles with screed bed of any description and in any position complete all as specified and directed. Make:- Tulip infrastructure saharanpur, Jail tiles Haldwani, NTC tiles Panchkula.
M&L for Rubberised precast coloured concrete Interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade complete with & including 25mm thick sand cushioning layer including dismantling of existing damaged flooring etc complete, all as specified and directed. Make:- Tulip Infrastructure Saharanpur, Jain tiles Haldwani, NTC tiles Panchkula.
All as per item No 70 but except pavers.
Cleaning and removing all scale and dirt, etc. from over head water tanks and from mouths of circulating pipes of capacity exc 250 ltr but not exc 500 ltr vacumation, dewatering, desludging, rubbing internal surfaces with soft sponge & medium hard sponge to remove coglation with vinegar solution or light acid, drawing the tank by wet vaccume cleaner, disinfecting the internal surfaces with KMNo4 solution & drying it again with vaccume cleaner and marking the outer surface of overhead tank with synthetic enamel paint using stancils (Date of cleaning month & Year)
Description all as per serial item No 72 here-in-before but capacity of water tanks exc 500 ltr and not exc 1000 ltr
S&F in repairs lid/ cover for PVC over head water tanks 300/500/1000 ltrs capacity (as per sample) complete all as directed.
S&F 500 Litres capacity rotational moulded polyethylene water storage tanks, three layered, ISI Marked (cylindrical vertical with closed top) hoisted and fixed in position, all as specified in SSR part I-2009 including 20mm dia GI light grade washout pipe 50mm long with plug and 20mm dia GI light grade over flow pipe 600mm long with fitting including dismantling of existing unserviceable tank and removing from site complete all as specified and directed
S&F 15mm bore GI tubes medium grade, galvanised with all fittings and fixed complete to walls and ceiling or laid in floors including taking up/down existing GI pipe complete all as specified and directed.
Removing / uprooting, shrubs, trees, vegetation growth & weeds from the RCC Chajja, roof slabs and around PVC tanks etc and cleaning the complet roof with sweep broom making good the damaged / broken portion with cement mortar in cm 1:4 and finishing the surface fair complete all as specified and directed.
M&L for 100 mm thick PCC 1:2:4 type b1 (using 20mm graded crushed stone aggregate) as in floor/hard standings and making impressions with spike rolling or expanded metal whilst the concrete is green, finishing exposed edges fair or rounding or chamfering of exposed edges also filling in uneven surfaces to make it level including making joints 12mm wide to the full depth of PCC at panel size n, exc 2.0mx 2.0m and filling the same with sealing compound grade 'A' including necessary formwork including demolition of existing old cement concrete floor etc complete all as specified and directed.
M&L for 40mm thick PCC type B1 1:2:4 (using 20mm graded crushed stone aggregate) as in floors and finishing the concrete even and smooth using extra cement including demolition of existing old cement concrete floors etc complete all as directed.
S & F 4mm dia PVC Coated chain link Fencing of weight not less than 3.5 Kg/ Sqm made up into matresses or cages,lapped, wired and laid in position, including closing after filling complete all as specified and directed.Note ;- Size to be approved by Engr-in Charge as per site requirement.
S & F mild steel round bar 10 mm dia round bars cut to length, hooking ends securing of chain link fencing confirming to Fe-410-W 432 (Part I) (Gde.E-250) Part- I quality-A or Fe 290 (Gde - E-165) including two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
Excavation in post holes (similar holes) each n exc 0.5 cm getting out returning filling in and ramming earth or broken boulders mixed with earth around in layers not exc 25 cm watering and removing surplus soil to distance n exc 50 m and making good surface in hard / dense soil complete all as specified and directed
M&L for PCC 1:3:6 type C2 (using 40 mm graded crushed stone aggregade ) in foundation for post holes.
Dismantling post or post struts (wood steel or RCC) any section, including taking out embedded portion and making good disturbed ground in natural ground.
S & F mild steel joints angle channel or tee section and fix independently in concrete as fencing post and similar works conforming to Fe 290 Gde E- 165 complete all as specified and directed
S & F mild steel screw bolts purpose made with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed to be fitted with washers and one hexagonal or square nut, exc. 22.5 cm but n exc. 30 cm long dia of shank 11 to 15mm.
Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
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