Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Jul 2020
Closing Date3 Aug 2020
Tender Amount₹ 15,42,090
Costs
EMD
₹ 50,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MES_358783_1Bid Award Id
ViewTender No
GE (A) SOG - 16/20-21Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge.
1
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Hacking out old broken glass any thickness, size, quality or description from wooden / metal frame and punching or drilling out old glazing pins/spring clips complete all as specified and directed by Engineer-in-charge.
70
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Demolition of cement concrete in sunken portion including floor complete all as specified and directed by Engineer-in-charge.
1
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Taking down eaves gutters and rain water pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed by Engineer-in-Charge.
90
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M&L for roughing of existing RCC Chajja/facing of window, making good by providing necessary form work, extra steel bar as required and cement concrete 1:2:4 and finally finishing the RCC chajja with cement mortar 1:4 of are not exceeding 1 Sqm of each complete all as specified and directed by Engineer-in-Charge.
50
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M&L for loose filling with aggregates of gauge 80 to 150 mm in sunken floor complete all as specified and directed by Engineer-in-Charge.
0.75
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Dismantling bricks (laid flat or on edge) or brick tiles on roof terrace, in floors, channels, kerbs, aprons etc laid dry or laid dry and pointed and removing from site complete all as specified & directed by Engineer-in-charge.
300
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Demolition of mud phuska in roof any thickness including plastering & leeping (whether full thickness removed or only part thereof) complete all as specified and directed by Engineer-in-charge.
24
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Taking down steel window / ventilator of any description and of any type with or without guard bars and making good the disturbed portion complete all as specified and directed by Engineer-in-charge.
24
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Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
1400
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M&L for 12mm thick rendering in cement mortar (1:4) mixed with water proofing compound (ISI marked) on fair faces of brick masonry or concrete surfaces as in sunken portion, with Neeru finish complete all as specified. Note : - Supply only water proofing compound shall be measured and paid for separately.
35
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M&L for 10mm thick rendering in cement mortar (1:3) on brick or concrete surface of ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
100
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M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
1200
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M & L for 50mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in sub base to sunken floor, finishing surfaces even & fair complete all as specified & directed by Engineer-in- charge.
4
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M&L for 40mm thick PCC (1:2:4) type B1 using 20mm graded crushed stone aggregate as in flooring finished even and smooth with using extra cement complete all as specified and as directed by Engineer-in-charge.
120
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Raking out joints/pointing to brick work in walls or to bricks tiles laid flat in floors, surface channels, roofs, etc and M&L for flush pointing to brick laid flat or brick tiles in roofs in cement mortar (1:3) mixed with 5% crude oil by weight of cement in patches complete all as specified and directed by Engineer-in-Charge.
30
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M&L for preparation sunken surfaces by cleaning of and removal of loose concrete and filling cracks with polymer modified mortar using Dr. Fixit Pidicrete URP or equivalent in Forsoc and other approved make and applying 2 coats of Dr. Fixit Bath seal WPC in suken areas and laying a protective plaster in 10mm thickness in cement mortar (1:3) admixed with Dr. Fixit Pidicrete LW + @ 220ML per bag of cement applying mix of cement water in the ratio 1:1:5 by volume using DR FIXIT PIDICRETE URP chemical on floor and vertical surface of sunken floor as per manufacturers instructions complete all as specified and directed by Engineer-in-charge Note :- Supply only water proofing compound shall be measured and paid for seprately under respective items of BOQ.
35
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Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.
14
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M&L for wire brushing and cleaning concrete surface on top of roof providing 20mm thick screed in cement mortar (1:4) over and including applying evenly a tack coat of bitumen 85/25 @ 1.20 KG/Sqm over and including 80mm thick average consolidated thickness mud phuska including 25mm thick mud plaster on flat roofs complete all as specified and directed by Engineer-in-charge.
335
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Excavation in trenches, in soft/loose soil not exc 1.5 metre wide and not exc 1.5 metre deep for pipes/ foundation etc or for manholes having area not exceeding 10 sqm on plan and getting out complete all as specified and directed by Engineer-in-charge.
28
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All as per serial item No. 23 here-in-above but depth exc 1.5 mtr & not exc 3mtr
7
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Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.
30
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
5
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Surface dressing n exc 15 cm deep complete all as specified and directed by Engineer-in-charge.
800
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Site Clearance and removal of small trees and grass cutting including removal tree and grass dunp in low lying area complete all as specified and directed by Engineer-in-charge.
1000
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M & L for PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in padding / levelling concrete on top of roofs, roof kerbs or mud stops, coping, band, bed plate rounded or chamfered on edges using water proofing compound and including necessary form work complete all as specified and directed by Engineer-in-charge.
Note :- Cost of WPC is included in the unit rate of this item. Nothing extra shall be paid on this account.
0.5
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
3
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M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs of drains, manholes, septic tanks, soakage wells etc. including placing in position and set in CM (1:6) complete all as specified & as directed by Engineer-in-charge.
Note: - Reinforcement shall be measured and paid for separately.
1
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S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
100
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Dewatering/desilting of septic tank (Septic tank of cover slab of length exc 2.99 mtr but not exc 9.44 mtr and width exc 1.79 mtr but not exc 5.55 mtr and soak well of dia exc 3 mtr but not exc 5 mtr and depth exc 5 mtr but not exc 9 mtr) including removing of all solid/semi solid matter including silt residue both organic and in organic in nature by mechanical system or by using suction pump where ever required up to any depth by working under foul conditions and collecting the same in closed container and disposing off in existing STP near MAP Ph-I complete all as specified and directed by Engineer-in-charge.
300
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M&L for 40mm thick brick tiles laid on mud mortar and joints grouted flush in cement mortar (1:3) mixed with 5% of crude oil by weight of cement on mud phuska complete all as specified and directed by Engineer-in-charge.
260
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All as per serial item No. 34 here-in-above but except brick tiles.
Note : Old serviceable brick tiles retrieved from serial item No 10 of BOQ here-in-before shall be used under this item.
40
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M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
40
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S&F factory casted 60mm thick machine pressed cement concrete interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.
40
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M&L for rough cast finish plaster with a mixture consisting of crushed stone or fine gravel aggregate mixed with coarse sand and cement in the ratio of 1:1:1 over & including 12mm thick rendering in cement mortar 1:3 on fair faces of brick masonry or concrete surfaces of walls complete all as specified and directed by Engineer-in-charge.
100
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M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge.
Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item
200
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M&L for preparation of old decorated, plastered or unplastered surfaces of ceiling by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc including removing old nails and making surface smooth by filling nail holes & cracks with cement base putty or white cement (Make JK / Birla) and applying two coat of white wash complete all as specified & directed by Engineer-in-Charge.
900
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M&L for preparation of old decorated, plastered or unplastered surfaces of wall by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc including removing old nails and making surface smooth by filling nail holes & cracks with cement base putty or white cement (Make JK / Birla) and applying two coat of white wash complete all as specified & directed by Engineer-in-Charge.
4000
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M&L for preparation of old painted wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
600
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M&L for preparation of old painted wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
800
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M&L for complete removal of existing treatment and filling cement based putty in cracks and making the existing surface fair and smooth including preparation of surfaces and applying two coat of exterior weather proof emulsion paint on walls over a coat of exterior primer complete all as specified & directed by Engineer-in-Charge.
Make : Asian Paints (Brand - ACE) / Berger Paint (Brand - Shingar) & Nerolac Paint (Brand - Total)
Note :- After complete removal of existing treatment surfaces shall be inspected by the Engineer-in-Charge and further each coat of exterior paint and primer shall be applied only after passed by Engineer-in-Charge.
1500
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M&L for preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot mulds, moss and efflorescent, salts and filling cement based putty in cracks and making the existing surface fair and smooth etc and applying one coat of exterior weather proof emulsion paint on walls complete all as specified & directed by Engineer-in-Charge.
Make : Asian Paints (Brand - ACE) / Berger Paint (Brand - Shingar) & Nerolac Paint (Brand - Total)
3000
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M&L for complete removal of existing treatment and filling cement based putty in cracks and making the existing surface fair and smooth including preparation of surfaces and applying two coats of cement base paint shade/tint on walls complete all as specified and directed by Engineer-in-charge.
3100
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M&L for preparation of old decorated, plastered or unplastered surfaces of wall by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc including removing old nails and making surface smooth by filling nail holes & cracks with cement base putty or white cement (Make JK / Birla) and applying one coat of cement base paint complete all as specified and as directed by Engineer-in-Charge
39000
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M&L for preparation of surfaces of any description wood, steel, iron concrete, brick etc not exc 10 cm width or girth not otherwise described and applying two coats of black bituminous paint complete all as specified and as directed by Engineer-in-Charge
200
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
1000
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
1000
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S&F 4mm thick sheet glass ordinary quality and glazing with oil putty in square exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
20
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S&F 4mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
50
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M&L for running welding in repairs, thickness of metal to be welded not exc 6mm complete all as specified and directed by Engineer-in-charge.
10
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S&F in repairs 100 mm bore cast iron sand cast, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed to walls including requisite number of clamps made out of 25x4mm flat iron complete all as specified and directed by Engineer-in-charge.
20
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All as per Item No 54 but 75mm dia bore
20
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S&F in repairs PVC (SWR) gully trap of size 125/110mm setting, jointing and fixing with sovent cement complete all as specified and as directed by Engineer-in-charge.
20
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S&F in repair 75 mm bore CI Nahani trap, outlet with CP grating including jointing to waste pipes fixed in PCC (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and as directed by Engineer-in-charge.
5
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S&F 110mm bore PVC (SWR) pipes single socketed in any length jointed with adhesive fixed to walls fixed with and including requisite Number of clamps made out of flat iron 25x4mm complete all as specified and as directed by Engineer-in-charge.
50
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All as per Item No 58 but 75mm dia bore
40
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S&F 110 mm bore PVC (SWR) bends any radius jointed with adhesive complete all as specified and as directed by Engineer-in-charge.
5
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All as per Item No 60 but 75mm dia bore
5
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S&F 100mm bore cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and as directed by Engineer-in-charge.
8
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All as per Item No 62 but 75mm dia bore
8
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Taking up or down 15mm dia, steel tubing & connections including cleaning for refixing or removal to store complete all as specified and directed by Engineer-in-Charge.
70
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S&F 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
50
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Fixing only 15mm bore old galvanised steel water tubing including cleaning with & including new fittings and fixed complete to walls and ceilings or laid in floors in new or old position complete all as specified and directed by Engineer-in-charge.
Note :-GI tubing retrieved vide item No 66 shall be used under this item
20
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Taking up or down 20mm dia, steel tubing & connections including cleaning for refixing or removal to store complete all as specified and directed by Engineer-in-Charge.
250
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S&F 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
200
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Fixing only 20mm bore old galvanised steel water tubing including cleaning with & including new fittings and fixed complete to walls and ceilings or laid in floors in new or old position complete all as specified and directed by Engineer-in-charge.
Note :-GI tubing retrieved vide item No 67 shall be used under this item
50
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M&L for 150mm bore salt glazed stone ware drain pipes of grade ‘A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete including demolition & removal of existing unserviceable SGSW drain pipes complete all as specified and directed by Engineer-in-charge.
45
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M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate in bedding to SGSW drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe complete all as specified and directed by Engineer-in-charge.
42
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S&F in repair Ball valves, high pressure of PTMT with epoxy coated aluminum rod & high density plastic ball, screwed for iron pipe 20mm dia (minimum weight 210 gms) complete all as specified and as directed by Engineer-in-charge.
25
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S&F in repair Ball valves, high pressure of PTMT with epoxy coated aluminum rod & high density plastic ball, screwed for iron pipe 25mm dia (minimum weight 455 gms) complete all as specified and as directed by Engineer-in-charge.
15
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S&F in repair gun metal globe or gate valve 15mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.
15
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S&F in repair gun metal globe or gate valve 20mm bore with iron wheel head, screwed both ends for iron pipes complete all as specified and directed by Engineer-in-charge.
20
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M&L for non skid joint free ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
10
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M&L for vitrified ceramic light shade (as approved) coloured tiles 10mm thick (square / rectangular), polished, area of each tile not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:4) complete all as specified and directed by Engineer-in-charge.
180
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M&L for 10mm thick vitrified ceramic light shade (as approved) coloured tiles (square / rectangular), polished, area of each tile not exceeding 0.36 sqm as on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) complete all as specified and directed by Engineer-in-charge.
22
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S&F in repair rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 1000 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.
2
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All as per Srl item No. 79 here-in-before but 500 ltrs capacity
8
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M&L for writing letters or figures (Block. Roman, Italic or Indian) not exceding 30 cm high complete all as specified and directed by Engineer-in-Charge.
45
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Taking down existing steel rolling shutters gear operated of area exc 10 Sqm but not exc 20 sqm with all connecting items and repair the lath, hood covers, ball bearings, helical wire spring, lock plates, bracket plates, shaft rods, guide channels of steel rolling shutters and locking arrangements, including greasing, tightening, oiling, welding etc. wherever required, complete to make in serviceable condition and applying one coat of synthetic enamel paint including preparation of old painted surfaces and refixing in the same opening complete all as specified and directed by Engineer-in-charge.
22
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M&L Steel rolling shutters of laths 1mm thickness, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple, safety lever lock with four lever and one shop coat of primer, erected in position as indicated, complete push pull or manual type including taking down old unserveable streel rolling shutter complete all as specified and directed by Engineer-in-charge.
45
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S&F anodised aluminium frames powder coated (thickness of powder coating shall not less than 50 micron) for doors, windows, ventilators with one or more rebates including jointing cleats for fixing etc complete all as specified and directed by Engineer-in-Charge.
52
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S&F anodised aluminium window / ventilators shutters powder coated (thickness of powder coating shall not less than 50 micron) side hung type, without sash bars having aluminium sections weighting 0.55 Kg/RM including necessary jointing cleats, glazing clips, anodised aluminium snap beading, screws, rubber neoprene packing including anodised aluminium fitting such as peg stay 150mm long (1 No), hinges type B21 100mm size (2 Nos), suitable handle (1No) complete all as specified and directed by Engineer-in-Charge.
24
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S&F 5.5mm thick sheet glass light colour selected quality fixed in door / window shutter cut to required size, area exceeding 0.50 Sqm in each pane and including solar control film reflective type sticked to glass panes as per manufacturer's instructions complete all as specified & directed by Engineer-in-charge.
24
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M&L for aluminium grill mesh made out of 6mm dia having girth not exc 75mm both ways fixed with aluminium cleat to window frame complete all as specified and directed by Engineer-in-Charge.
24
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S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
24
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M&L for cleaning of all loose dirt and dust from roof and priming the surface with one coat of cold applied bituminious primer @ 0.40 Kg/Sqm conforming to IS:3384 and applying a layer of APP based polymeric membrane not less than 3 mm thick, weighing not less than 3.5 Kg/Sqm, reinforced with polyester non woven fabric (weighing not less than 150 gms/Sqm) and upper side of membrane thermally insulated with white gravel finish uniformaly embedded during manufacturing process. It shall be laid by torch application having side over lap 75 mm and at the end 100 mm, all overlaps and joints shall be sealed by torch application. For parapet, membrane shall be taken to a height of minimum 60 cm and inserted inside the parapet in a groove to a depth of 65mm. The same shall be furnished by a membrane flashing. Note : The net area of water proofing treatment shall be measured without any extra allowance for laps & portion inserted in groove which shall be deemed included in the quoted rates.
200
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M&L for preparation of old painted eaves gutter and pipes any description, n. exc 60 cm girth including holderbats, distance pieces, etc. (length measured over bends, branches etc.) applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.
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Note :- A sum of Rs. 55980/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 22 & 23 (Schedule of Credit) of Tender documents.
100
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