Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date22 Jul 2024
Closing Date13 Sep 2024
Tender Amount₹ 30,00,000
Costs
EMD
₹ 60,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_667349_1Bid Award Id
ViewTender No
GE/Y-35/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm and removing of surplus soil to be distance n.exc 50m and depositing where directed at a level n.exc 1.50m high from the starting point, complete all as specified and directed. complete all as specified and directed.
60
-
-
Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed.
2.7
-
-
Plain cement concrete M-15, nominal mix, B-1 using 20mm graded mechanically crushed stone aggregate as in lintels upto 1.50 metre clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, chamfered angles and throating, complete all as specified and directed.
Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.
20
-
-
Fly ash brick work with old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed.
35
-
-
All as per Serial Item No 7 above but except bricks, complete all as specified and directed. Note:- Servicable stone retrieved from Serial Item No 01 shall be reused.
15
-
-
Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified and directed.
50
-
-
All as per Serial Item No 9 above but except stone, complete all as specified and directed. Note:- Servicable stone retrieved from Serial Item No 01 shall be reused.
30
-
-
MS angle iron work in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.
1200
-
-
Dismantling fencing wire mesh, any type, complete all as specified and as directed.
260
-
-
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, complete all as specified and directed.
260
-
-
Supply Only Chain link hot dipped galvanisd fencing, any size or type, complete all as specified and directed.
400
-
-
Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc., fixed in repair complete all as specified and directed. (Each line wire to be measured)
2
-
-
Restraining and resecuring existing barbed wire any description, including making good stapples and tying with mild steel binding wire (wherever required) etc, complete all as specified and directed. (Each line wire to be measured)
2
-
-
Plain cement concrete M-10, nominal mix, type C-1, using 20mm graded mechanically crushed stone aggregate, 50mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5cm deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), complete all as specified and directed. Note:- The unit rate include for use of form work (straight or curved).
300
-
-
Plain cement concrete M-10, nominal mix, type C-2, using 40mm graded mechanically crushed stone aggregate as in sub base flooring, 75mm thick, surface finished even and fair without using extra cement, complete all as specified and directed.
500
-
-
Chequered cement concrete tiles machine pressed of size 20cmx20cmx 25mm thick with grey cement, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4, complete all as specified and directed.
150
-
-
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 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 and directed.
300
-
-
Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-35 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 and directed.
50
-
-
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.
50
-
-
Hard core of broken stone or boulders of gauge not exc. 63mm deposited, spread and levelled in layers not exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed.
7.5
-
-
Preparation of new painted concrete, brick, stone or plastered surfaces of any description (like kerb stone etc.) not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of priming coat, complete all as specified and directed by Engr-In-Charge.
250
-
-
Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete including removal of debris to a distance exc 1.50 km but n.exc 2 km, complete all as specified and directed.
900
-
-
Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed.
1400
-
-
Rendering cement plaster 10mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) on fair faces of brick wall or concrete surfaces, concrete surface of drain, surface finished even and smooth without using extra cement, complete all as specified and directed.
600
-
-
Applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel or steel based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, complete all as specified and directed.
50
-
-
Reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 450mm, complete all as specified and directed.
20
-
-
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) of any description and any position not otherwise specifically provided for, complete all as specified and directed.
10
-
-
Reinforced cement concrete, M-15 (Nominal mix), type B-1, (with 20mm graded crushed stone aggregate as) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and directed.
10
-
-
TMT bars 5mm dia and over up to 10mm, 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 0.90mm dia or securing with clips as in stirrups, spacers and binders, complete all as specified and directed.
800
-
-
Plain cement concrete M-10 nominal mix, type C-1 using 20 mm graded mechanically crushed stone aggregate as in surface channel and drains, including necessary form work, complete all as specified and directed.
25
-
-
Precast cement M-15 nominal mix, type B-1, using 20mm graded crushed stone aggregate as in landings, cover slab (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified and directed.
4
-
-
Formwork to soffits of suspended slabs such as roof slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), etc. For roughly finished flat surfaces of concrete, complete all as specified and directed.
50
-
-
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed.
7
-
-
Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, complete all as specified and directed.
700
-
-
Broken glass coping on top of walls in cement mortar 1:3 including taking and removing rubbish, complete all as specified and directed.
10
-
-
Preparation of new plastered surfaces of wall and applying finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm), complete all as specified and as directed.
1400
-
-
Cleaning/desilting of the drains by removing foreign materials/ silt/ greasy materials/ earth from the drains, bed/ bottom, removing the excavated material from site to outside cantt area, complete all as specified and as directed by Engineer-in-Charge.
15
-
-
PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors or as in weep holes, bore 110mm, including taking out old pipe, complete all as specified and directed.
35
-
-
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped etc., complete all as specified and directed.
100
-
-
PVC (SWR) bends any radius, 110mm bore jointed with solvent cement, fixed in repair, complete all as specified and directed.
5
-
-
Excavation in trenches not exc 1.50 metres wide and n.exc 1.50 metres deep and getting out in any type of soil, complete all as specified and directed.
15
-
-
Returining filling in including spreading, levelling watering and well ramming in layers not exc 25cm thick each layer of soil, complete all as specified and directed.
12
-
-
Removal of excavated surplus soil toa distance exceding 1.50km but n exc 2km and deposting where directed at a level n exc 1.50m high from the starting point, complete all as specified and directed.
3
-
-
Removing building materials etc. upto a distance of 2km, beyond the lead included in the rates, including loading, unloading and stacking at the destination, complete all as specified and as directed by Engr-In-Charge.
3
-
-
Demolition and breaking up drain pipes (Salt glazed stone ware, AC or RCC pipes) 150mm dia and removal of demolished materials from the site, complete all as specified and directed.
150
-
-
150mm dia salt-glazed stoneware drain pipes laid in trenches and jointed, complete all as specified and directed.
50
-
-
Reinforced concrete pipes, class NP2, laid and jointedin cement mortar 1:2 complete with collars, bore of pipe 150mm, complete all as specified and directed.
100
-
-
Plain cement concrete M-7.5 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 150mm, complete all as specified and directed.
150
-
-
Cutting into existing manholes for connecting new drains, 150mm dia, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round 3/4 channel) in cement concrete M-15 type B-1 using 20mm graded crushed stone aggregate, smooth, finished and reforming benching as required, complete all as specified and directed.
4
-
-
Cleaning of existing sewage line or surroundings of any depth by manual or mechanical means without breaking manhole and existing pipes to make the line smooth functional/perfect flow without any obstruction and removing all spoil, silt, sludge grass, complete all as specified and directed by Engr-In-Charge.
80
-
-
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