Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date8 Nov 2024
Tender Amount₹ 1,16,00,000
Costs
EMD
₹ 1,91,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_677939_1Bid Award Id
ViewTender No
88615/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
TENDER INVITING FOR REPAIRS TO PATH, HARDSTANDING, CHAIN-LINK FENCING, BARBED WIRE FENCING, BOUNDARY WALL, AREA DRAINAGE, CULVERTS, KERB STONES AND PLINTH PROTECTION UNDER GE (N) AHMEDNAGAR
BOQ Items
Material and labour for Digitally printed paver tiles 30cm x 30cm x 10mm thick, approved by GE, set, jointed and pointed in neat cement slurry with grey cement and pigment to match in floors ,over and including screed bed or bedding a layer of 15 mm thick cement mortar 1:6 complete all as specified and directed
230
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Material and labour for 60 mm thick, PCC pavers interlocking tiles of glossy finish, with grey cement and no pigment ,any shape & size conforming to IS 15658 of 2006. M-35 grade made up with 12.5mm graded mechanically crushed stone aggregates, factory made over and incl 30mm thick crushed sand cushioning and joints filled with fine sand including leveled with plate vibrator & sweeping etc complete all as specified and directed.
325
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Material and labour for 80 mm thick, PCC pavers interlocking tiles of glossy finish, with grey cement and no pigment ,any shape & size conforming to IS 15658 of 2006. M-40 grade made up with 12.5mm graded mechanically crushed stone aggregates, factory made over and incl 30mm thick crushed sand cushioning and joints filled with fine sand including leveled with plate vibrator & sweeping etc complete all as specified and directed.
230
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-
Material and Labour for 40mm thick plain cement concrete type B-0 (1:2:4) using 12.50 mm graded stone aggregate as in flooring, path, complete all as specified
50
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-
M&L for 30mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 ® in floor/plinth etc over and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed
640
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-
Fixing only for 30mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 ® in floor/plinth etc over and incl 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed
120
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-
Material and Labour for 75mm thick plain cement concrete type C-1 (1:3:6) using 20 mm graded stone aggregate as in plinth protections & path, complete all as specified
100
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-
M/L for providing 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as directed.
1425
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-
M & L moorum filling in floors or paving laid in layers n.exc. 15 cm thick spread leveled and rammed including watering complete all as specified and directed
149.25
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M & L hard core of gauge etc. 63 mm but n. exc. 100 mm deposited spread and leveled in layers n. exc. 15cm thick water and rammed etc. Complete all as specified and directed.
149.25
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground
840
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Dismantling fencing wire mesh, any type
2500
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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out,in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
334
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-
M&L for providing cement concrete 1:3:6 type C2 (40mm graded stone aggregate) as in foundation filling and mass concrete for boundrary pillars and fenching posts (including caps and bases) including necessary form work complete
36
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M&L for Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm but n exc 250 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed
1.1
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Supply and fixed mild steel, rolled sections(channel, angle or tee sections) fixed independently cut to ordinary length as in post or struts in fencing,ladder etc. including cutting tops to shape as required , drilling holes, notching for wire etc. including flat iron fillets with nuts and bolts for securing chain link fencing including all necessary drilling, bolting or riveting etc conforming to Fe-410(Gde 250), complete all as specified and as directed.
3960
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-
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
2500
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-
Supply only Chain link MS galvanisd fencing, any size or type
5000
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S & F Mild Steel Flat Iron as in Wind Ties for Roof, including all necessary drilling, bolting or riveting, for securing etc, complete all as specified and directed.
1540
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-
S & F Mild Steel 11 to15 mm dia of neck screw bolts (machine made) with hexagonal and square head at one end and screwed the other, each screwed end to be fitted with washers, length of bolt exc 5 cm and n exc 10cm long etc
49
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-
M&L Mild steel round 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips
2221
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-
S&F in repairs 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 strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
45
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-
M&L for Preparation of new steel surfaces of any description over 10cm width or girth and application of two coats of synthetic enamel paint over one coat of red oxide primer etc,complete all as specified and directed.
176
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-
Preparating of new or previously untreated steel surfaces of any description,n over 10cm in width or girth, not otherwise described, and applying of two coats of synthetic enamel paint over one coat of red oxide, zinc chrome complete all as specified and directed.
84
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-
Dismantling wrought iron or mild steel work of any description not otherwise provided for.
4.5
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-
S&F Fe-290 (Gd-E-165) Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete
450
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-
M&L in repairs for 4 mm thick Aluminium composite panel cladding work of choice colour including necessary bracing for fixing to frame work or wall surface etc by means of rivetting as specified and directed by engineer in charge
45
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-
S&F in repairs 12'' Stainless steel alphabets polished fixed to ACP panel / Cladding work / or metal frame work
80
-
-
M&L for 20mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite
45
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-
Providing edge for granite stone/Kota stone any description moulding to 18-20mm thick stone of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete as specified and directed.
30
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-
Excavation in treanches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out in soft/loose soil etc complete all as specified and directed by Engineer-in-Charge
190
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-
All as per item No 34 (here-in-before) but depth exc 1.50 m and not exc 3.00 m etc complete all as specified and directed by Engineer-in-Charge
25
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Excavation in treanches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out in hard/dense soil etc complete all as specified and directed by Engineer-in-Charge
10
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All as per item No 36 (here-in-before) but depth exc 1.50 m and not exc 3.00 m etc complete all as specified and directed by Engineer-in-Charge
5
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Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil etc complete all as specified and directed by Engineer-in-Charge
120
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-
Removing surplus excavated soil to a distance not exc 50 m and deposited where directed at a level n.exc 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge
125
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-
Demolition of brickwork or stone bouilder masonary built in cement mortar or lime mortar complete all as specified
130
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-
M & L for brickwork with fly ash modular brick, straight or curved on plan exc 6m mean radius, built in built in cement mortar 1:6
35
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-
M & L for pre-cast cement concrete solid blocks, exc. 10 cm in width type C-1 1:3:6 using 20 mm graded aggregates and setting in cement mortar 1:6 including demolition complete all as directed.
70
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-
.-dotto- as per above but exept block
20
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-
M&L for Walling of random rubble,uncoursed well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified
5
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-
M&L for Providing precast cement concrete 1:3:6 Type C-O (Using 12.5mm aggragate) Set in cement mortar 1:6 as in louvres and jallies, 25mm thick (measured solid), in cluding all mouldings but excluding frame (Pre-cast frame shall be measured separately and paid for under item
15
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-
M&L for Precast RCC Coulmn & Plate in M-20 gade (Column-150X150mm with 4 Nos Main bars of 6mm dia) and (Plate-1800/1500X300X50mm with 4Nos of wire of 4mm dia) including Fitting, distance between two column n exc 1.8Mtr and additional column reqd for each corner etc complete all as specified and directed. (Including reinforcement cutting, binding, fabrication)
610
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-
M&L for U shaped precast RCC drain, type light, Internal size 300 x 300 mm and outer 440 x 370 mm, fixed over PCC with 20 mm cement slurry, complete all as specified and directed by Engineer in Charge.(Excluding reinforcement)
150
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-
M&L for precast drain cover U shaped precast RCC drain, type light, Internal size 300 x 300 mm, complete all as specified and directed by Engineer in Charge.(Excluding reinforcement)
30
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-
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for
2.1
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-
M&L RCC (Nominal Mix) 1:2:4 type B-1 using 20 mm graded aggregate as in foundation, includings rafts footings ,foundation beams,plinth beams bases for columns etc complete all as specified and directed
1.5
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M&L MS TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including annealed MS wire not less than 0.90 mm dia as required and as directed by Engineer-in charge.
150
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-
M&L MS TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including MS wire (annealed) not less than 0.90 mm dia as in stirrups spaces, binders and nibs etc. complete.
90
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-
Formwork to sides of concrete foundations, footings,bases of columns,raft beam plinth beam flat rough finished surfaces of concrete etc complete all as specified and directed
20
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-
Taking down cement mortar plaster on brick or stone walls, raking out joints, hacking for key complete all as directed
500
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-
Raking out cement mortar joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses etc complete all as directed.
7
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M&L for Pointing to random rubble or polygonal rubble uncoursed or brought up to courses in cement mortar 1:4 etc complete all as directed.
9
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-
M&L for rendering, 10 mm thick on brick / concrete surfaces in cement mortar 1:6 surfaces finished even and smooth without using extra cement
200
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M&L for rendering, 15 mm thick on stone/brick/concrete surfaces in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and directed.
1590
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Demolition of cement concrete (un-reinforced) in any description and in any position not otherwise specifically provided for
53
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-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
11
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-
M & L for plain Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge
30
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-
M & L for PCC (1:2:4) type B1 using 20mm graded stone aggregate as in surface channels, drain and similar works etc complete all as specified and directed by Engineer-in-Charge
12
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-
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc
330
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-
Add or deduct for each 25 mm girth or part there of over or under 30cm ditto
1980
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-
M & L for preparation of new plastered surfaces of wall and applying two coats for cement based paint over a coat of alkali resistant priming paint any height including scaffholding etc complete all as directed.
385
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-
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
1205
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-
M & L for preparation of old plastered surface of wall and applying one coat of cement base paint any height including scaffholding etc complete all as directed.
6200
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-
M&L for preparation of old plastered treated surfaces of walls by brooming down and and applying one coat of weather proof 100% acrylic exterior emulsion apex ultima paint of any tint as approved by GE after cleaning the surfaces complete all as specified and as directed.
5700
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-
M&L for Preparation of old steel surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint etc,complete all as specified and directed.
350
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-
Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment, icluding excavation in post holes, providing PCC 1:3:6 type C2 (40mm graded stone aggregate) as in foundation filling and mass concrete and dismantling of existing board).
3
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Provn of light weight,maintenance free, shockproof, water proof, UV protected, thermal protected LED illuminated factory made HDPE body kerb stones including junction boxes MCBs and necessary electric connections and fixing along the circules with required line and curvature, making drainage opening wherever required, including dismantling old kerb stone etc complete all as directed by Engr-in-Charge.Make As Approved by GE
118
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-
Supply and fixing 800mm dia fibre body convex mirror with fitting and 50mm dia stainless steel pipe icluding excavation in post holes, providing PCC 1:3:6 type C2 (40mm graded stone aggregate) as in foundation filling and mass concrete and dismantling of existing board).
3
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-
Cutting out of shrubs, kerbs and small plants of stem n exc 30 cm girth measured 1 m above average ground level including cutting of grass and removing rubbish material like branches, leaves, grass and garbbage to clear the alignment of existing seage /drainage line to make site workable condition and making good the disturbed ground complete all as directed
996
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-
M&L for 100 mm bore SGSW drain pipe grade 'A' laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site etc complete all as specified and directed by Engineer-in-Charge
20
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-
M&L for 150mm bore Reinforced cement concrete pipe, type NP-2 laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site complete all as specified and directed.
60
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-
All as per item No 75 (here-in-before) but 200mm dia RCC pipe
298
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-
All as per item No 75 (here-in-before) but 300mm dia RCC pipe
120
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-
M&L for cement concrete bed to 100mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge
18
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-
All as per item No 78 (here-in-before) but 150mm bore pipe
58
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-
All as per item No 78 (here-in-before) but 200mm bore pipe
294
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-
All as per item No 78 (here-in-before) but 300mm bore pipe
116
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-
Cutting into existing manhole for connecting new drain 100 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge
4
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-
All as per item No 82 (here-in-before) but for 150mm internal dia of pipe.
2
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All as per item No 82 (here-in-before) but for 200mm internal dia of pipe.
2
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-
All as per item No 82 (here-in-before) but for 300mm internal dia of pipe.
2
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-
Cleaning of sewage pipe line (RCC / SGSW) by mechanical means such as Rottary cutter etc incl removal of roots inside the pipe etc, including rodding manually or mechanically from manhole to manhole and removing the waste materials / sludge disposing to a distance n exc 50 m and burying in borrow pits and covering with mud all as directed of any diameter of pipe etc complete all as specified and directed by Engineer-in-Charge Note:- (i) Contractor shall take all Precantionery measures during cleaning of sewage line / septic tanks etc. (ii) Contractor shall provide First Aid box, shoes, hand gloves, mask & required clothing to the workers at site. (iii) It shall be the responsibility of Contractor that if any mishap happens at site, Govt shall not be liable to pay any type of compensation.
9880
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-
Cleaning/desludging of existing septic tank of any capacity/sump well of any dia and depth incl taking out sludge in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc, cleaning the premises using chlorine powder etc complete all as specified and directed by Engineer-in-Charge
490
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-
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