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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹12.3 L+₹10,251 (0.84%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹14.1 L+₹1.9 L (15.9%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹15.9 L+₹3.7 L (30.7%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹16.8 L+₹4.6 L (37.8%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L1 | J.J.ENGINEERING L4 | S.R.Enterprises L3 | V S CONSTRUCTION L2 | ANKIT BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | 160 | SQM | 15 ₹2,400 Lowest | 15 ₹2,400 Lowest | 25 ₹4,000 | 50 ₹8,000 | 35 ₹5,600 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. | 60 | CUM | 180 ₹10,800 | 127 ₹7,620 | 100 ₹6,000 Lowest | 120 ₹7,200 | 180 ₹10,800 |
| 3.00 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed | 30 | CUM | 220 ₹6,600 | 130 ₹3,900 Lowest | 200 ₹6,000 | 180 ₹5,400 | 200 ₹6,000 |
| 4.00 | Excavation in trenches not exceeding 1.5m wide and exceeding 3.0 m but not exceeding 4.50 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed | 20 | CUM | 250 ₹5,000 | 150 ₹3,000 Lowest | 450 ₹9,000 | 250 ₹5,000 | 230 ₹4,600 |
| 5.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 42 | CUM | 60 ₹2,520 | 76 ₹3,192 | 40 ₹1,680 Lowest | 50 ₹2,100 | 70 ₹2,940 |
| 6.00 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 70 | CUM | 60 ₹4,200 | 90 ₹6,300 | 40 ₹2,800 Lowest | 50 ₹3,500 | 80 ₹5,600 |
| 7.00 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 4 | CUM | 800 ₹3,200 | 1,000 ₹4,000 | 350 ₹1,400 Lowest | 999 ₹3,996 | 1,000 ₹4,000 |
| 8.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 4 | CUM | 2,000 ₹8,000 Lowest | 3,276 ₹13,104 | 2,000 ₹8,000 Lowest | 2,200 ₹8,800 | 2,200 ₹8,800 |
| 9.00 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. | 2 | CUM | 3,200 ₹6,400 | 4,500 ₹9,000 | 2,500 ₹5,000 Lowest | 3,500 ₹7,000 | 5,200 ₹10,400 |
| 10.00 | M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed. | 1 | CUM | 4,205 ₹4,205 | 3,800 ₹3,800 | 2,300 ₹2,300 Lowest | 3,000 ₹3,000 | 4,000 ₹4,000 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
22 Oct 2025, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
CLEANING OF SEWAGE LINE, SOAKAGE WELLS, SEPTIC TANKS, MANHOLES AND WATER TANKS AT MG ENCLAVE, HADIGHATI LINES, MES SUBORDINATE ACCN, OLD JCO/OR MD ACCN AND CAVALRY IN ZONE-III UNDER GE (S) JAIPUR AT MIL STN JAIPUR
2025_MES_731938_1
GE(S)/J-40P/2025-26 8426/E8
Open Tender
Civil Works
Item Rate
270 days
GE (S) Jaipur
Class E and category a(ii)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹40,000
Yes
18 Dec 2025
20 Sept 2025
29 Oct 2025
20 Sept 2025
22 Oct 2025
8 Oct 2025
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed
Excavation in trenches not exceeding 1.5m wide and exceeding 3.0 m but not exceeding 4.50 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan in soft/loose soil etc complete all as specified and directed
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed
Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.
M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed.
M&L for providing precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified and directed.
M&L for Precast Reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:4 complete all as specified and directed.
M&L forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.
M&L for brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:4 complete all as specified and directed.
M&L for mild steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M&L for 50mm thick sand stone slabs set and jointed over joists etc jointed in cement mortar 1:4 complete all as specified and directed.
M&L for 75 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed.
M&L for glazed ceramic coloured tiles in vertical surface 350x 250x 7 mm / 450X 350X 7 mm / 300x 600x7 mm / 450x 300x7 mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match surface of tiles over and including rendering 10 mm thick in CM 1:4 complete all as specified and directed.
M&L for non skid ceramic coloured tiles of design as approved 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles over and including screed bed 15 mm thick in CM 1:6 complete all as specified and directed.
S&F machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, coloured, M-35 Grade with grey cement and pigment laid over and including sand cushing 25 mm thick complete all as specified and directed.
M&L for chequered cement concrete tiles 30 cm x 30 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and pigments over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing) and removing rubbish off the premises complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed
Cleaning and maint of sewage system including removing of all types of blockage from wash hand basins, bottle traps, kitchen sink, water closets, Nahani traps/floor traps/gully traps including taking out carefully and refixing the same MS/CP/PVC grating, soil waste/rain water pipes running on walls, bldgs or in trenches including junction holes of any description, sewage lines and man holes and septic tanks of any size and depth upto the last manhole to septic tanks of central sewage system to keep smooth functioning without any blockage of any description and in any situation with manually or mechanically processes in offrs in Married Accn ,Ajay Meru complex, and other Accn under AGE B/R-III in Zone III and MG'S Enclave area all as specified including providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc. Note- (i) (Contractor has to provide 02 Nos safaiwala every day to carry out sewage complaint which is received day to day by sub division. (ii) Any complaint which is not completed within two days from the date of issue of complaint, compensation will be charged @Rs.200/- per day for each complaint.
Cleaning of sewage line 100 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc complete all as specified and directed. (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)
Cleaning of sewage line 150 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc complete all as specified and directed. (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)
Cleaning of sewage line 200 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc complete all as specified and directed. (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)
Cleaning of sewage line 300 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc complete all as specified and directed. (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)
Scooping and taking out water and foreign material from septic tank, soak well of any description and any depth including removing and re-fixing of septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same in covered van/trolley out of defence land complete all as specified and directed.
M&L for making arrangement for bypass to nearest manhole or line to keep sewage flow continuous including providing required necessary tools and plants such as portable pump set, flexible hose pipe etc all as required at site upto 30m distance complete all as specified and directed.
M&L for making arrangement for bypass to nearest manhole or line to keep sewage flow continuous including providing required necessary tools and plants such as portable pump set, flexible hose pipe etc all as required at site exc. 30m but n.exc. 60 m distance complete all as specified and directed.
Cleaning and removing all scale and dirt etc from RCC/PVC/AC tank and from mouths of circulating pipes etc of tank capacity exc 250 litres and not exc 500 litres complete all as specified and directed.
Cleaning and removing all scale and dirt etc from RCC/PVC/AC tank and from mouths of circulating pipes etc of tank capacity exc 500 litres and not exc 1000 litres complete all as specified and directed.
S&F cast iron soil, waste and vent 100 mm bore of pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed.
S&F bends (any radius) with duck's foot or heel rest for 75 mm bore of pipe complete all as specified and directed.
S&F bends (any radius) with duck's foot or heel rest for 100 mm bore of cast iron pipe complete all as specified and directed.
S&F in repair cast iron cowls for 100 mm bore of pipe complete all as specified and directed.
M&L in repair for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 75 mm bore of pipe etc complete all as specified and directed.
M&L in repair for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed.
S&F PVC (SWR) bends any radius of 75 mm bore without access door complete all as specified and directed.
S&F PVC (SWR) bends any radius of 110 mm bore without access door complete all as specified and directed.
M&L PVC (SWR) vent cowl 75 mm complete all as specified and directed.
M&L PVC (SWR) vent cowl 110 mm complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
Salt Glazed stone ware (SGSW) drain pipes, grade 'A' of 150 mm internal diameter of pipe, laid in trenches and jointed in CM 1:1 complete all as specified and directed.
Salt Glazed stone ware (SGSW) drain pipes, grade 'A' of 200 mm internal diameter of pipe, laid in trenches and jointed in CM 1:1 complete all as specified and directed.
S&F reinforced concrete pipes, class NP-2, laid and jointed with collars of 200 mm bore of pipe complete all as specified and directed.
M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia of pipe complete all as specified and directed.
M&L for scooping and taking out sludge and foreign material from manhole of any description not exc 1.50m and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.
M&L for scooping and taking out sludge and foreign material from manhole of any description exc 1.50m but not exc. 3.00m depth and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.
M&L for scooping and taking out sludge and foreign material from manhole of any description exc 3.0m but not exc. 4.5m depth and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed. Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed.
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
Demolition of cement concrete un-reinforced in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 150 mm internal dia of pipe complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 200 mm internal dia of pipe complete all as specified and directed.
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required for 100 mm internal dia of pipe complete all as specified and directed.
V S CONSTRUCTION (BID ID -3457226)
S.R.Enterprises (BID ID -3457232)
J.J.ENGINEERING (BID ID -3457030)
ANKIT BUILDERS (BID ID -3451458)
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