Military Engineer Services Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 84,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_670077_1Bid Award Id
ViewTender No
8483/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil omplete all as specified and as directed.
115
-
-
Removing excavated material not exceeding 50M and depositing where directed at a lavel not exceeding 1.5m above the starting point, soil omplete all as specified and as directed.
22
-
-
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specially provided for omplete all as specified and as directed.
101
-
-
M&L PCC 1:4:8 type D2 using 40mm graded stone aggregates as in foundation of manholes omplete all as specified and as directed.
5
-
-
M&L for PCC 1:2:4 type B1 using 12.5mm graded aggregates as in surfaces channels and drains complete all as specified.
1.5
-
-
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stoped ends etc omplete all as specified and as directed.
30
-
-
Demolition of pcc block or stone boulder masonary built in cement mortar incl all quoins, arches, pillars etc omplete all as specified and as directed.
45
-
-
M&L for squared rubble walling, Jodhpur type, brought up to courses, well bonded, bedded and solidly hearted, built in CM 1:4
40
-
-
All as per item No. 11 above but except stone.
Note:- Old stones obtained from item No.10 shall be reused under this item.
5
-
-
Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge n.exc 20mm and dressing face beds and joints as specified to squared rubble walling Jodhpur type, brought upto courses.
5
-
-
M&L for cement concrete 1:2:4 type B-0, using 12.5mm graded stone aggregate as in coping and similar work incl necessary form work to obtain a smooth finishes complete all as specified and as directed.
2
-
-
Taking down cement plaster on brick walls built in cement mortar including raking out joints, hacking for key, scrubbing down with water etc omplete all as specified and as directed.
200
-
-
M&L for rendering 15mmthick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement mixed with water proofing compound complete all as specified. (Water proofing compound shll be measure and paid separatelly).
100
-
-
Supply only intergral water proofing compound omplete all as specified and as directed.
28
-
-
M&L for rendering 15mm thick on stone masonry surface or concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and as directed. .
100
-
-
M&L for preparation of new plastered or unplastered surface of walls, applying two coat of cement base paint over a coat of cement primer complete all as specified and directed.
100
-
-
M&L for preparation of new plastered surfaces of walls and applying two coats of oil bound distemper over a coat of alkali-resiatant primer and 1.3 mm 1 thick Birla wall care putty on plastered surrfaces complete all as specified.
100
-
-
S&F salt glazed stoneware gully traps of size 150 x 150 mm, square or rounded mouthed, type `P' fixed in CM 1:6 and cover with RCC cover slab of size 200 X 200 X 50mm
15
-
-
S&F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls with clamps etc including taking out/dismentling of old pipe complete all as specified.
75
-
-
All as per item No. 23 above but bore of pipe in 110 mm.
100
-
-
S&F in repair PVC (SWR) pipes 75 mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors including taking out/dismentling of old pipe complete all as specified.
20
-
-
All as per item No. 24.00 above but bore of pipe in 110 mm.
50
-
-
S&F in repair PVC (SWR) bends any radius bore 75 mm
75
-
-
All as per item No. 26.00 above but bore of pipe in 110 mm.
100
-
-
S&F PVC (SWR), junction single, (Single T) with door 110 mm dia equal or unequal
15
-
-
All as per item No.28.00 above but 75 mm dia..
20
-
-
S&F PVC (SWR), 75mm dia of floor trap, with grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4) complete all as specified and directed.
30
-
-
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 100 mm dia
20
-
-
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 150 mm dia
300
-
-
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of 200 mm dia
40
-
-
Supply and laying, jointing 150mm internal dia of salt glazed stoneware pipes grade 'A' incl testing and laid in trenches to a level on concrete bed complete all as specified.
300
-
-
M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 150mm internal dia SGSW pipes after they are laid and tested including demolition of old bed and pipes complete all as specified and as directed. (thickness of concrete bed 100mm).
300
-
-
Supply and laying, jointing 200mm internal dia of salt glazed stoneware pipes grade 'A' incl testing and laid in trenches to a level on concrete bed complete all as specified.
40
-
-
Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars complete all as specified and as directed
15
-
-
M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 200mm internal dia SGSW pipes after they are laid and tested including demolition of old bed and pipes omplete all as specified and as directed. (thickness of concrete bed 150mm).
40
-
-
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 or 3/4 section ) in cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate finished smooth and reforming benching as required for 150/200mm dia pipes omplete all as specified and as directed.
25
-
-
Dismantling stone slabs and RCC slab in roofs, suspended floors, chajjas, landings, etc. any thickness, jointed in any mortar (broken stone patti manhole covers/ soakage pit roof slab ) .
125
-
-
M&L for precast reinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, shelves and similar articles with plain faces, set in CM 1:4, including necessary form work moulds etc all as specified. (Reinforcement shall be measured and paid for separately).
1
-
-
M&L for mild steel TMT bars 10 mm 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 0.9 mm dia.
100
-
-
M&L for Jodhpur stone roof slabs, self faced 7.5 cm to 10 cm thick, 25 cm to 35 cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 complete as in manhole cover and soak pit complete all as specified and directed.
95
-
-
Cleaning of EWCs, IWCs, bottle traps, Nahani Traps, Gully traps and Floor traps etc and CI/PVC Pipes all types top to bottom including junctions etc, Cleaning of sewage line upto GT (Md accn and all types of Accn). complete all as specified and as directed.
3500
-
-
Cleaning of GTs in the area of (Md accn and all types of Accn) omplete all as specified and as directed.
1300
-
-
Cleaning of Manhole of any description, any size and depth incl taking out sludge and depositing them to notified area by Municipal Corp of Jodhpur for dumping or out side defence land omplete all as specified and as directed.
3800
-
-
Cleaning of existing sewage pipe lines 150mm/200mm internal dia at any depth and well flushing with water after cleaning including getting out sludge if any and liquid materials from connecting manholes deposited in sewer lines removing the solids and sludge to any distance place outside the defence land and reinstating the manhole cover to its original position complete all as specified and directed.
12000
-
-
All as per item No.47.00 above but 100mm internal dia
2800
-
-
Dewatering/desludging of septic tanks, soakage wells etc of any depth, cleaning of all sludge, silt residue of both organic and inorganic nature by manual labour or by mechanical scrappers etc and disposal off the same out side the defence area notified by Municipal Corporation of Jodhpur all as directed by Engr-in-Charge.
200
-
-
Cleaning of sewage line of any type of 100/150/200 mm internal dia between two cosecutive manhole by Mechanically used water fitting Hydraulic pressure machine jet press as per directions of Engineer-in-Charge as on required basis. Job shall be completed to the entire satisfaction of Engr-in Charge and testing by pouring water from manhole to manhole.
200
-
-
M&L for construction of stone masonry soakage well 3.00 m dia and 3.00 m effective depth complete including excavation and earth work all as specified and shown on drg No. GE/AF/JODH/C-660/07 Sheet 1/1.
1
-
-
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing from site and rubbish off the premises as directed by Engineer-in-Charge
200
-
-
S&F Non skid ceramic tiles coloured 7 to 8 mm thick area of each tiles exc. 0.06 Sqm but n. exc. 0.11 Sqm, in floor, set and jointed in neat cement slurry & pointed in white or coloured cement to match including 15 mm thick screed bed in CM 1:6 complete all as specified and directed.
70
-
-
S&F Glazed ceramic tiles coloured in vertical surface 300x200x7mm thk, set & jointed in neat cement slurry & pointed in white or coloured cement to match over 10mm thick rendering in CM 1:4 .
130
-
-
M&L Renewing Non skid coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm in patches, area n exc 5 sq.m. including removing and cleaning old tiles, match with existing surface and set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and incl 15mm thick cement screed 1:6 all as specified and directed.
4
-
-
M&L Renewing Glazed ceramic tiles coloured in vertical surface 300x200x7mm thick in patches, area n exc 5 sq.m. including removing and cleaning old tiles, match with existing surface and set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and incl 10mm thick rendering in CM 1:4 on stone or brick masonry surfaces as directed by Engineer-in-Charge.
4
-
-
M&L 25mm thick PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) as in sub base floor complete
90
-
-
M & L 40 mm thick plain cement concrete type B1 1:2:4 ( with 20mm graded aggregate) as in sub base of floor all as specified and directed.
90
-
-
M&L 75 mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate in sub base of floor all as specified and directed.
150
-
-
M & L 40 mm thick plain cement concrete type B1 1:2:4 ( with 20mm graded aggregate) as in floors finishing cement concrete surface even and smooth with out using extra cement.
150
-
-
M&L 75 mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection finished surface even and fair without using extra cement all as specified and as directed by Engineer-in-Charge.
275
-
-
M&L for 100mm cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in sub base floor
250
-
-
M&L for sand filing under floors or in foudations including watering and consolidation under paver blocks
12.5
-
-
M&L for Machine pressed precast concrete interlocking paver block any shape and size rubber moulded confirming to IS 15658-2006 of 80mm thickness, M-40 grade with grey cement and pigments
250
-
-
S & F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for fire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, blting or riveting, etc. and similar work conforming to Fe-290 Gde E-165 as directed by Engineer-in-Charge.
200
-
-
S & F galvanised, 2 stand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails staining bolts incl securing or tying at crossing with and provision of galvanised mild steal wire staples or steel pins etc as directed (each line wire to be measured) complete all as specified as directed by Engineer-in-Charge.
12
-
-
S & F S&F Razor type Concertina coil hot galvanised spring tensile wire 145 to 150 Kg/Sqmm. Weight of coil shall be minimum 8.57 Kg per coil. Stretch of each coil shall be min six meters. No of each coil shall be 50. Galvanised razor ribbon tape shall be of size 0.5 mm thick. 19mm wide before wrapping on central core wire etc all as specified as directed by Engineer-in-Charge.
120
-
-
M & L PCC 1:2:4 type B-2 (20 mm graded aggregate) in walls or retaining walls, any thickness, size or shape including plasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) as directed by Engineer-in-Charge.
2
-
-
M&L welding in repairs exe 2.5 cm but not exe 5 cm in length thickness of matel to be welded exe 6 mm but not exe 9mm all as spacified as directed by Engineer in charge.
300
-
-
Excavating in post holes each n exc. 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n exc. 25cm, watering and removing surplus soil to distance n exc50m and making good surface. (Size of excavation (450 x 450 x 450)
200
-
-
M&L for PCC bed in foundation filling and mass concrete with type D2 bed 1:4:8 (40 mm graded aggregate)
18.23
-
-
S & F angle iron 50x50x6 in fencing including cutting, securing bolts including necessary drilling, bolts or riveting etc and similar work conforming to Fe-290 Gde E-165 all as directed complete
2000
-
-
Supplied only for chain link MS Galvanised fencing any size or any type.
2484
-
-
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire
1080
-
-
M&L Mild steel round bars 10mm dia horizontally woven in chain link fenced in two layers
370
-
-
M & L for painting to steel surface including preparation of surface, applied two coats of Synthetic enamel paint over a painted surface with Red oxide primer, of any description, over 10cm in width or girth, not otherwise specified
120
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements