Military Engineer Services Tender
Bidassist allows us to explore new opportunities across the whole world so as to support the growth of the business. It is designed in such a manner that if we need any kind of information about any government e-tender the Himachal Pradesh government has posted on its website, Bidassist provides the same in a very hassle-free manner. As BidAssist is designed as a very user-friendly website which helps us find the specific Himachal Pradesh etender we are looking for.
Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date3 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 17,95,000
Costs
EMD
₹ 35,900Document 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_670743_1Tender No
GE(AF)/CHD/T-22/2024-25Tender 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
Documents
BOQ Items
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep as in soft/disintegrated rock and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation, shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10sqm on plan n exc 1.5 m in depth and getting out , complete all as specified and directed by Engineer-in-Charge.
9.75
-
-
Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m deep but not exceeding 3.0m deep as in soft/disintegrated rock and getting out, trimming sides and bottom to required level/ slope, watering and well ramming for foundation, shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10sqm on plan n exc 1.5 m in depth and getting out , complete all as specified and directed by Engineer-in-Charge.
4.5
-
-
Returning filling hard/ dense soil in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed by Engineer-in-Charge.
13.75
-
-
Returning filling soft/disintegrated rocks in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed by Engineer-in-Charge.
7.25
-
-
Removing excavated materials to a distance exc. 500 metre but not exceeding 1.5km and depositing where directed at a level n. exc. 1.5 metre above the starting point in soils, complete all as specified and directed by Engineer-in-Charge.
3.25
-
-
Removing of excavated soft/disintegrated rock materials to a distance exc. 1.50 km but n. exc. 5 km and depositing outside defence land , complete all as specified and directed by Engineer-in-Charge.
7
-
-
Plain cement concrete (1:3:6), type C-1, using 20 mm graded mechanically crushed stone aggregates as in surface channels and drains in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
2.5
-
-
Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
3.5
-
-
Plain cement concrete 75 mm thick (1:3:6), type C-2, using 40 mm graded mechanically crushed stone aggregates, laid in 1:20 slope and finished the surface of concrete even and smooth without using extra cement as in Plinth protection including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/ 25 & two parts heated sand (by volume) in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge. Note :Quoted rates are inclusive of use and waste of formwork and to devide the area in panels.
25
-
-
Plain cement concrete (1:5:10), type E-2, using 40 mm graded mechanically crushed stone aggregates as in foundations, filling and mass concrete in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
10.8
-
-
Plain Cement Concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregate as in in coping and the like including weathering, slightly rounded or chamfered angles and throating and inclusive of use and waste of formwork in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
Note :Quoted rates are inclusive of use and waste of formwork .
1.5
-
-
Plain cement concrete (1:2:4), type B-1, using 20 mm graded mechanically crushed stone aggregates walls or retaining walls,any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) in and including demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
1
-
-
Plain cement concrete (1:2:4), type B-2, using 40 mm graded mechanically crushed stone aggregates as in drains and surface channels for manholes including necessary form works, in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
0.4
-
-
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 as directed by Engineer-in-Charge.
50
-
-
Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6m mean radius built in cement sand mortar 1:4 in and including demolition of brick masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles and removal of rubbish outside MoD land , complete all as specified and as directed by Engineer-in-Charge.
10
-
-
Brick work with sub-class `B' bricks, straight or curved on plan n.exc. 6m mean radius with bricks roughly cut to radius or bricks with wedge shaped joints built in cement sand mortar 1:4 in and including demolition of brick masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles and removal of rubbish outside MoD land , complete all as specified and as directed by Engineer-in-Charge
3.5
-
-
Walling of random rubble stone masonry, brought upto courses, well bonded, bedded and solidly hearted; built in cement mortar (1:6) in and including demolition of stone/ boulders masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles and removal of rubbish outside MoD land or removal to store, complete all as specified and as directed by Engineer-in-Charge.
Note: Servicable stone/boulders retrived from demolition of this item shall be reused under item No.20 below.
63.3
-
-
Walling of random rubble stone masonry, brought upto courses, well bonded, bedded and solidly hearted (except stones/boulders) built in cement mortar (1:6), in and including demolition of stone/ boulders masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles and removal of rubbish outside MoD land or removal to store, complete all as specified and as directed by Engineer-in-Charge.
Note: Servicable stones/boulders retrived from demolition of item No.19 and this item shall be used under this item.
25
-
-
Pre-cast cement concrete (1:2:4) type B-1 using 20 mm graded mechanically crushed stone aggregate as in bond stone with plain fair faces, including chamfers, weatherings, throatings etc. and setting in cement mortar (1:6) complete with joints to match in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge.
2.6
-
-
Selecting stones, broken boulders, bricks etc. suitable for hand packing, filling of hardcore from already excavated hard/ soft rocks or demolished stone/boulder masonry and hand packing (any thickness) at back of walls and raising/ lowering to the required level up to 4m height, complete all as specified and as directed by Engineer-in-Charge.
Note: Servicable stones/boulders retrived from demolition of item No.19 & item No.20 shall be used under this item.
4
-
-
Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar (1:4) exc. 3.0m but n. exc. 6.0m height in and including raking out joints/ pointing to random rubble or polygonal rubble masonary uncoursed or brought up to courses in walls or on edge in floors, surface channels, roofs, etc. built in cement mortar or cutting out joints and decayed mortar etc. not less than 12mm deep washing the joints, and removal of rubbish outside MoD land, keeping the surface to be pointed wet for 2 days prior to re-pointing complete all as specified and directed by Engineer -in-Charge.
12
-
-
Complete removal of existing treatment of old plastered /unplastered surfaces of walls/ceiling and applying two coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/ litre and UV resistance as per IS 15489: 2004, alkali & fungal resistant, dirt resistant exterior paint of required shade in camouflage pattern as approved by GE with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over old surfaces in camouflage pattern , complete all as specified and directed by Engineer-in-Charge. Note: Colour shall be as approved by GE.
1200
-
-
Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished the surface even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.
40
-
-
Providing pre-cast reinforced cement concrete 1:2:4 type B-1, using 20 mm graded mechanically crushed stone aggregates set in cement mortar 1:4 as in manhole covers including necessary forms/moulds in and including demolition of reinforced cement concrete of any description & in any position and removal of rubbish outside MoD land or removal to store in and including separating, scrapping and cleaning of unserviceable reinforcement, , complete all as specified and directed by Engineer-in-Charge. Notes: (i) Steel reinforcement shall be measured and paid for separetely. (ii) The quoted rates shall deemed to include for providing two handles of MS round bars 12mm dia and 75mmx5mm flat iron framework alround the RCC cover made to shape as specified in each cover complete .
1.5
-
-
Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia or securing with clips, complete all as specified and directed by the Engineer-in-Charge.
150
-
-
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 balusters, walk ways, railings, framework of water tanks & similar work conforming to Fe 290 Gde-E-165, in and including dismantling of structural steel work, removal of rubbish outside MoD land or removal to store complete all as specified and directed by the Engineer-in-Charge.
850
-
-
Cleaning of solid/ liquid mud deposited in underground sewage line upto and including 200mm bore of any type between connecting manholes manually by rodding with sewage drainage rods or other mechanical means including cleaning sludge/solid deposited from the ends as well as from intermediate manholes coming between these lines and including complete men ,machine and water as required, removal and refixing of manhole covers and removing of sludge to a place as earmarked by civic body for this purpose out side MoD land, complete all as specified and directed by Engineer-in-Charge.
110
-
-
Cleaning of solid/ liquid mud deposited in underground sewage line upto and including 100mm bore of any type between connecting manholes manually by rodding with sewage drainage rods or other mechanical means including cleaning sludge/solid deposited from the ends as well as from intermediate manholes coming between these lines and including complete men ,machine and water as required, removal and refixing of manhole covers and and removing of sludge to a place as earmarked by civic body for this purpose out side MoD land, complete all as specified and directed by Engineer-in-Charge.
875
-
-
Dewatering/ de-sludging of manholes/ soak wells/ septic tank etc. (any size and depth), de-silting and removing sludge from manholes as in foul conditions and and removing of sludge to a place as earmarked by civic body for this purpose out side MoD land, complete all as specified and directed by Engineer-in-Charge. Note: Dewatering /de-sludging shall be done by suction pump / any mechanical means and disposal by truck mounted trailers to dispose off sludge etc. to a place as earmarked by civic body for this purpose .
353
-
-
Removing of blockage from water closet (indian or european type), including getting out solid/ liquid/ foreign matter/ mud deposited in the trap or CI pipeline by rodding manually and removing the same duly covered in a hygienic manner to a place as earmarked by civic body for this purpose outside the periphery of MoD land and making the WC fully functional, complete all as specified and directed by Engineer-in-Charge.
450
-
-
Removing of blockage from gully trap upto ist manhole including getting out solid/ liquid/ foreign matter/ mud deposited there by rodding manually to make the sewage waste/ sludge waste flow free up to first manhole and removing the same in a hygienic manner to a place as earmarked by civic body for this purpose outside the periphery of MoD land, complete all as specified and directed by Engineer-in-Charge.
120
-
-
Removing of blockage from floor/nahani trap of kitchen /bathroom /WHB upto ist manhole including getting out solid/ liquid/ foreign matter/ mud deposited there by rodding manually to make the sewage waste/ sludge waste flow free up to first manhole and removing the same in a hygienic manner to a place as earmarked by civic body for this purpose outside the periphery of MoD land, complete all as specified and directed by Engineer-in-Charge.
400
-
-
Supply, laying, jointing and testing 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors for sewer line etc., in and including demolition and breaking up drain pipes (Salt Glazed ware/ PVC (SWR) ) set in cement mortar in any size, taking out of trenches with fittings complete, removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
42
-
-
Supply, laying, jointing and testing 150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors or fixed to wall for sewer line etc., in and including demolition and breaking up drain pipes (Salt Glazed ware/ PVC (SWR) ) set in cement mortar in any size, taking out of trenches with fittings complete, removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
36
-
-
PVC (SWR) pipes 75 mm bore single socketed in any length with ruber rings joints laid in trenches or in floor or fixed to walls with necessary brackets and making good the mouth of rain water pipe including taking down old pipes and removal of rubbish outside MoD land , complete all as specified and as directed by Engineer-in-Charge
15
-
-
PVC (SWR) pipes 110 mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets and making good the mouth of rain water pipe etc including taking down old pipes and removal of rubbish outside MoD land , complete all as specified and as directed by Engineer-in-Charge
20
-
-
Cement Concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 110 mm bore pipes in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land, complete all as specified and directed by Engineer-in-Charge. .
42
-
-
Cement Concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipes in and including demolition of unreinforced cement concrete in ground floors and paving n.exc 15cm thickness (below or above ground level) and removal of rubbish outside MoD land , complete all as specified and directed by Engineer-in-Charge.
36
-
-
PVC (SWR) bends any radius 75mm bore with access door fixed with solvent cement in any position as per site requirement fixed as in repair, removal of rubbish outside MoD land or removal to store, complete all as specified and directed by Engineer-in-Charge.
3
-
-
PVC (SWR) bends any radius 110mm bore with access door fixed with solvent cement in any position as per site requirement provided with access door fixed as in repair, removal of rubbish outside MoD land or removal to store complete, all as specified and directed by Engineer-in-Charge.
3
-
-
PVC (SWR) floor trap plain 75mm with grating including jointing with solvent cement to waste pipe fixed as in repair, removal of rubbish outside MoD land , complete, all as specified and directed by Engineer-in-Charge.
9
-
-
Cast iron soil, waste and vent pipe ,75 mm bore of Sand cast pipes in any length with or without ears, with cement joints, laid in trenches or in floors in and including dismantling of cast iron work of any description including all fittings and removal of rubbish outside MoD land or removal to store complete, all as specified and directed by Engineer-in-Charge.
2
-
-
Cast iron soil, waste and vent pipe ,75 mm bore of Sand cast pipes in any length with or without ears, with cement joints fixed to walls in and including dismantling of cast iron work of any description including all fittings and removal of rubbish outside MoD land , all as specified and directed by Engineer-in-Charge.
26
-
-
Cast iron soil, waste and vent pipe ,100 mm bore of Sand cast pipes in any length with or without ears, with cement joints, laid in trenches or in floors in and including dismantling of cast iron work of any description including all fittings and removal of rubbish outside MoD land ,complete, all as specified and directed by Engineer-in-Charge.
3
-
-
Cast iron soil, waste and vent pipe ,100 mm bore of Sand cast pipes in any length with or without ears, with cement joints fixed to walls in and including dismantling of cast iron work of any description including all fittings and removal of rubbish outside MoD land ,complete, all as specified and directed by Engineer-in-Charge.
42
-
-
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 75 mm bore ISI marked fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.
8
-
-
Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) 100 mm bore ISI marked fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.
8
-
-
Cast iron branch pieces 75mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.
4
-
-
Cast iron branch pieces 100mm dia bore, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches fixed as in repairs,complete all as specified and directed by Engineer-in- Charge.
8
-
-
Re-fixing 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 balusters; walk ways; railings; framework of water tanks and similar works conforming to Fe.290.Gde-E-165 in and including dismantling Structural Steel work including doors, gates but excluding framed truss etc., complete all as specified and directed by Engineer-in- Charge.
2400
-
-
Preparation of new or previously untreated steel/iron surface of and any description, over 10cm of width or girth and application of two coats of synthetic enamel paint over one coat of red oxide paint/ mordant solution, complete all as specified and directed by Engineer-in- Charge.
273.5
-
-
Galvanized 2 strand, steel barbed wire 2.24 mm 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 crossings with and provision of galvanized mild steel wire staples, or steel pins etc in and including taking down old unserviceable existing barbed wire. , complete all as specified and directed by Engineer-in-Charge.
Note:Each line of wire to be measured
8.3
-
-
Supply only chain link MS galvanised fencing of size 100x100mm, 4mm dia , complete all as specified and directed by Engineer-in-Charge.
212.8
-
-
Fixing only chain link galvanised wire fencing mesh size or with 4 mm nominal dia and both ends without knuckling/ twisting, fixed to flat iron rails with RCC/Angle iron post in and including taking down old unserviceable existing chain link fencing , complete all as specified and directed by Engineer-in-Charge.
Note:- Supply of chain link and mild steel galvanised line wire shall be measured and paid separately under respective item of this schedule .
76
-
-
"Removing of debris (Malba) including excavated rocks/ materials to a distance exc:1.50 km but n exc. 5 km and depositing outside of defence land under contractors own arrangements, complete all as specified and directed by Engineer-in- Charge.
25
-
-
"Cleaning of underground sewage lines of 150 mm bore from solid/liquid/mud deposited in these lines manually by rodding with sewage drainage rods or mechanical means through connecting manholes and removing sludge to a distance not exceeding 500 meter from outside periphery of defence land including cleaning sludge/solid deposited from teh ends as well as from intermediate manholes coming between these lines taking off & refixing of manhole covers, complete all as specified and directed by Engineer-in-Charge".
850
-
-
Note : Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documents.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements