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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LAccepted-AOC 63 MANDIR LANE BALLUPUR CHOWK DEHRADUN 248001 | DEHRADUN | UTTARAKHAND | 248001 | L1 | Accepted-AOC Acceptance of Contract | |
| 2 | L2₹27.8 L+₹1.4 L (5.47%)Rejected-AOC 27 CHITRAKOOT ENCLAVE NEAR ANURAG NURSARY DEHRADUN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L2 | Rejected-AOC Ok | |
| 3 | L3₹28.6 L+₹2.3 L (8.74%)Rejected-AOC INDEX NO E 108 HQ CWE NO 2 DELHI CANTT J 636 SECTOR 23 SANJAY NAGAR GHAZIABAD UTTAR PRADESH 201002 | GHAZIABAD | UTTAR PRADESH | 201002 | L3 | Rejected-AOC Ok | |
| 4 | L4₹29.0 L+₹2.6 L (9.89%)Rejected-AOC | L4 | Rejected-AOC Ok | |
| 5 | L5₹34.7 L+₹8.3 L (31.6%)Rejected-AOC 208 DOON VIHAR RAJPUR ROAD JAKHAN DEHRADUN UK | L5 | Rejected-AOC Ok |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
20 Jun 2025, 6:00 pmClosed
GE IMA Dehradun
GE IMA Dehradun
REPAIR MAINT TO SEWAGE LINE MANHOLES SEPTIC TANK SOAKAGE WELLS AND OTHER MISC WORKS IN JCO ORS CIV MD ACCN AT CR CAMP MT COLONY UNDER AGE BR I AT IMA DEHRADUN
2025_MES_711600_1
GE/IMA/T-33 of 2025-26 9541/E8
Open Tender
Civil Works
Item Rate
180 days
GE IMA Dehradun
As per tender documents/NIT
6 documents required · 6 mandatory
₹500
Yes
GE IMA Dehradun
₹98,000
Yes
22 Jul 2025
30 May 2025
27 Jun 2025
30 May 2025
20 Jun 2025
13 Jun 2025
Amount
Demolition of brick work or stone/boulder masonry built in CM on cement lime mortor and removing rubbbish of out side MoD land as per direction of EIC.
M&L brick work with sub class ‘B’ brick (old size) straight or curved on plan exc 6m mean radis built in CM 1:6 complete.
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 CM 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 for 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 CM 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 CM 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 CM 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 to distance exceeding 250 metre but n. exc. 500 metre 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 6 Kg/Cm2 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 6 Kg/Cm2 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 Factory made Medium duty precast RCC Manhole cover confirming to IS 12592 (Part -1 & II ) having clear opening 450mm x 450 mm x 50 mm of M-30 Grade of concrete and suitably reinforced as per IS with strong vibrating compaction by vibratory table complete all as specified and directed.
S&F Factory made Precast plain / perforated RCC manhole cover size (900x 450 x 70 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.
S&F Factory made Precast plain / perforated RCC manhole cover size (1200x 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.
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.
M&L for 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 internal 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.
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.
M&L for DWC (Double wall coruggated) HDPE pipes of size 100mm (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.
M&L for Salt-glazed stoneware drain pipes grade 'A' 100mm dia laid in trenches and jointed complete all as specified and directed.
M&L for 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 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).
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 CM 1:4, plaster where shown on drg shall be 12mm thick in CM 1:6, bearing plaster 15mm thick in CM 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.
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 CM 1:4, plaster where shown on drg shall be 12mm thick in CM 1:6, bearing plaster 15mm thick in CM 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 Preparation of new plastered surfaces of wall and applying two coats of snowcem (cement base paint) complete all as directed.
M&L for RCC (1:1½:3) 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.
M&L for 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 Prayag or Equivalent.
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.
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.
S&F 15mm bore short body bib tap chromium plated with wall flange and aerator fixed in repair complete all as specified and directed.
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 Vitreous china wash down water closet pan (pedestal pattern) white including seat cover of plastic, complete including CP jet with necessary PVC pipe fittings fixed in repair complete all as specified and directed.
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.
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 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 0.06 Sqm but not exceeding 0.11 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles with and including laying of 15 mm thick screed bed or bedding layer in CM 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 in white cement to match laid over and including 10mm thick rendring in CM 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, Mehtab tiles, 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.
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 except tiles complete, all as specified and directed.
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 68 here-in-before but capacity of water tanks exc 500 ltr and not exc 1000 ltr
S&F in repair lid/ cover for PVC over head water tanks 300/500/1000 ltrs capacity (as per sample) complete all as directed.
S&F in repairs rotational moulded polyethylene water storage tanks (cylindrical vertical top) three layered ISI marked of approved make hoisted and fixed in position complete 500 litre capacity.
S&F dia 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 Brass spindle for existing bib cock, wall mixture , WHB mixture fixed in repair complete all as specified and directed
M&L for GI Socket 15mm ISI marked fixed in repair complete all as specified and directed
M&L for GI Elbow 15mm ISI marked fixed in repair complete all as specified and 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
PCC 1:3:6 type C2 (using 40 mm graded 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.
M&L for Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed
M/S PUNDIR BUILDERS (BID ID -3330043)
KRISHANA ELECTRIC WORKS (BID ID -3327070)
RAMSONS DEVELOPERS (BID ID -3327255)
M/s caspur construction company (BID ID -3330259)
Bhanu Prakash (BID ID -3330423)
M/s Vinod Singh Negi (BID ID -3330368)
M/s Anamika Enterprises (BID ID -3330495)
M R Taders (BID ID -3330561)
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