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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC JAISALMER | JAISALMER | RAJASTHAN | 342310 | L1 | Accepted-AOC L1 | |
| 2 | L2₹36.4 L+₹40,816 (1.14%)Rejected-Finance JAISALMER | BARMER | RAJASTHAN | 344001 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹36.5 L+₹53,446 (1.49%)Rejected-Finance JAISALMER | L3 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | M/S MAYA CONSTRUCTION COMPANY L1 | M/s Shri Inder Construction Company L2 | JASOL MAA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed by Engineer-in-charge. | ||||||
| 1.01 | (a) 10 Users | 120 | Each | 800 ₹96,000 | 600 ₹72,000 | 300 ₹36,000 Lowest |
| 1.02 | (b) 50 Users | 120 | Each | 800 ₹96,000 | 1,300 ₹1,56,000 | 600 ₹72,000 Lowest |
| 1.03 | (c) 100 Users | 110 | Each | 800 ₹88,000 Lowest | 1,800 ₹1,98,000 | 900 ₹99,000 |
| 1.04 | (d) 250 Users | 80 | Each | 800 ₹64,000 Lowest | 2,500 ₹2,00,000 | 950 ₹76,000 |
| 2.00 | Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified and directed by Engineer-in-charge.
Note for item No. 1.00 :-
(i) Depth of silt, sludge, excreta, etc shall only be measured and paid.
(ii) Dewatering/pumping out of foul water shall be measured and paid separately. | 400 | Cum | 800 ₹3,20,000 | 150 ₹60,000 Lowest | 350 ₹1,40,000 |
| 3.00 | Cleaning of choked sewage line 150 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified and directed by Engineer-in-charge.
Note:- choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips. | 7,000 | RM | 35 ₹2,45,000 | 18 ₹1,26,000 Lowest | 36 ₹2,52,000 |
| 4.00 | Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge. | 1,000 | Each | 250 ₹2,50,000 | 80 ₹80,000 Lowest | 225 ₹2,25,000 |
| 5.00 | Cleaning of floor trap in any size means of removing the silt, sludge & cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge. | 300 | Each | 250 ₹75,000 | 30 ₹9,000 Lowest | 75 ₹22,500 |
| 6.00 | Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge. | 250 | Each | 250 ₹62,500 | 30 ₹7,500 Lowest | 75 ₹18,750 |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
15 Aug 2025, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
REPAIR AND CLEANING OF SEWAGE LINE, SEPTIC TANKS, MANHOLES AND SOAKAGE WELL AND ITS CONNECTED ITEMS OF POCKET NO. 12 TO 15 UNDER GE (A) JAISALMER
2025_MES_721348_1
8479/25-26/E8
Open Tender
Civil Works
Item Rate
270 days
Jaisalmer
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE Army Jaisalmer
₹80,000
Yes
27 Nov 2025
18 Jul 2025
18 Aug 2025
18 Jul 2025
15 Aug 2025
1 Aug 2025
Amount
Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed by Engineer-in-charge.
(a) 10 Users
(b) 50 Users
(c) 100 Users
(d) 250 Users
Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required complete all as specified and directed by Engineer-in-charge. Note for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately.
Cleaning of choked sewage line 150 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified and directed by Engineer-in-charge. Note:- choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips.
Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Cleaning of floor trap in any size means of removing the silt, sludge & cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Blockage of WC, EWC in any type floor means of removing the silt, sludge, & cleaning of gully trap if required etc & bailing out water upto 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Blockage of urinal in any type floor means of removing the silt, sludge, etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Blockage of WHB in any type floor means of removing the silt, sludge,& cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-charge.
Surface dressing around septic tank/filter bed, soak well within fencing n.exc 15 cm deep in hard/ dense soil including cleaning away all grass, vegitations, saplings, shrubs, bushes, weed under growth, roots, trees n.exc 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as specified and directed by Engineer-in-charge.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-charge.
M&L PCC (1:4:8), type D-2 (using 40mm graded stone aggregate) as in foundation, (For Man holes, septic tank etc) complete all as specified and directed by Engineer-in-charge.
M & L Cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in benching and forming channel inside manholes for section of pipe 100mm, 150mm or 200mm including finished smooth and even using extra cement complete all as specified and directed by Engineer-in-charge.
M & L for Cement concrete (1:2:4) type B0 (using 12.50 mm graded stone aggregate) as in benching complete all as specified and directed by Engineer-in-charge.
Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/stopped ends, forms mould etc, complete all as specified and directed by Engineer-in-charge.
Demolition of stone masonry/block masonry including coping built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-charge.
M&L for precast cement concrete (1:3:6) type C-1 (using 20mm graded stone aggregate) as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified & directed by Engineer-in-charge. Note :- Serviceable stone obtained from demolition shall be used.
Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses.
M&L for rendering 15 mm thick on stone, block masonry or concrete surfaces in cement mortar (1:4) including liquid water proofing compound and finished even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge Note :-Supply only water proofing compound shall be measured and paid separately.
Supply only liquid water proofing compound in sealed pack complete all as specified and directed by Engineer-in-charge.
Material & Labour for 75 mm thick sand stone slabs as in drain covers,cover stone templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 i ncluding Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.
S&F in repair 1000 x 1000 mm rectangular Heavy Duty Composite FRP (Fibre reinforced polymer) manhole covers with frame for inspection chamber / manhole and other required places including fix to floor with cement concrete complete all as specified and directed by Engineer-in-charge.
M&L for Jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 includingDemolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed by Engineer-in-charge.
Removing excavated material to a distance exc 50m but n.exc 100 m and depositing where directed at a level n.exc 1.50m from starting point complete all as specified and directed by Engineer-in-charge.
Returning filling in including spreading leveling and well ramming in layers n.exc 25 cm thick complete all as specified and directed by Engineer-in-charge.
M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150mm bore pipe including demolition of existing concrete bed, haunching and breaking up drain pipe of any desription complete all as specified & directed by Engineer-in-charge.
M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 200mm bore pipe including demolition of existing concrete bed, haunching and breaking up drain pipe of any desription complete all as specified & directed by Engineer-in-charge.
M&L for Reinforced concrete pipes of dia 150mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.
M&L for Reinforced concrete pipes of dia 200mm bore, class NP2, laid and jointed complete with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.
Taking down eaves gutters and rainwater pipes (any type or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified & directed by Engineer-in-charge.
S & F PVC (SWR) 110 mm bore pipes single socketed in any length with rubber ring joints fixed to walls/floors complete all as specified and as directed by Engineer-in-charge.
S & F in repair PVC (SWR) 110mm bends any radius complete all as specified & directed by Engineer-in-charge.
S&F in repair PVC (SWR) vent cowl 110mm dia complete all as specified & directed by Engineer-in-charge.
S&F in repair PVC (SWR) 110mm dia in junction single, (Single T) equal or unequal complete all as specified & directed by Engineer-in-charge.
S & F in repair stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for fixing 110mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified & directed by Engineer-in-charge.
S & F inepair PVC (SWR) 75 mm bore pipes single socketed in any length with rubber ring joints fixed to walls/Floors complete all as specified & directed by Engineer-in-charge.
S & F inrepair PVC (SWR) 75mm bends any radius complete all as specified & directed by Engineer-in-charge.
S&F inrepair PVC (SWR) 75mm dia in junction single, (Single T) equal or unequal complete all as specified & directed by Engineer-in-charge.
S & F in epair PVC (SWR) multi floor trap 75 mm with grating including jointing with solvent cement complete all as specified & directed by Engineer-in-charge.
S & F in repair stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays for fixing 75mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified & directed by Engineer-in-charge.
S & F in repair Stainless steel grating 100mm size rounded for floor trap fixed in position complete all as specified & directed by Engineer-in-charge.
S & F inrepair Grating doom 100 mm dia of PTMT (minimum weight 25gms) complete all as specified & directed by Engineer-in-charge.
M&L for in repair PVC (SWR) gully trap of 125/100mm setting and jointing with slovent cement complete all as specified & directed by Engineer-in-charge.
Demolition of cement concrete unreinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified & directed by Engineer-in-charge.
M&L for 75mm thk cement concrete 1:3:6 type D2 using 40mm graded stone aggregate as in subbase of flooring/hard standing complete all as specified & directed by Engineer-in-charge.
S & F Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified & directed by Engineer-in-charge.
S & F Chequered cement concrete tiles 300mmX300mm X25mm thk with grey cement and pigments,set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:4 complete all as specified & directed by Engineer-in-charge.
M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified & directed by Engineer-in-charge.
M&L for 25mm thk PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in subbase of floors & finishing the surface even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
M&L for Non Skid ceramic tiles colour tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified & directed by Engineer-in-charge. Note : Work will be in patches or in bulk.
M&L for Glazed ceramic glossy finish tiles coloured in vertical surface 450X300X7mm in any pattern of light & dark/ highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc, set and jointed in cement slurry laid over & including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles including Dismantling, floor, hearth or wall tiling including CM (bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified.
M/s Shri Inder Construction Company (BID ID -3386802)
JASOL MAA ENTERPRISES (BID ID -3395298)
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