Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date1 Jul 2024
Closing Date20 Jul 2024
Tender Amount₹ 49,50,000
Costs
EMD
₹ 99,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair / Maint To Flexible / Rigid Area, Marking, Sign Board And Path In Smq And Underpass Area
Description
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Contact
Tender Id
2024_MES_663306_1Bid Award Id
ViewTender No
8687/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
S&F Mild steel TMTsteel bars 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified.
1100
-
-
Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., including removing debris material to out side MD land complete all as specified and directed.
25
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-
M&L Brickwork with fly ash bricks using old size bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and as directed
20
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-
M & L Walling of random rubble, masonary (harder stones), uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.
5
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-
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, cesspits, manholes, pier holes, etc. and getting out in hard/dense soil complete all as specified and directed.
6
-
-
M&L Plain cement concrete (1:3:6) type C-2 (40 mm graded stone aggregate) as concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of size 150 mm bore of pipe, complete all as specified and as directed.
12
-
-
S & F Reinforced concrete pipes class NP-2 with one collar per length of pipe laid fixed to trenches 150 mm bore including demolition of existing pipe complete all as specified and directed.
12
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-
Returning , filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil complete all as specified and directed.
3.5
-
-
Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed
2.5
-
-
Demolition of cement concrete in any description and in any position not otherwise specifically provided for complete all as specified and directed.
60
-
-
M&L 100 mm thick PCC (1:2:4), type B-1, using 20mm graded stone aggregate as in flooring/hardstanding finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed.
90
-
-
M & L plain cement concrete (1:4:8) type D-2, using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
9
-
-
M & L Cement concrete 1:2:4 type B-2, using 40mm graded stone aggregate as in surface channels and drains including necessary form work complete all as specified and directed.
2
-
-
M & L for laying Dry lean cement concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day compressive strength not less than 7 Mpa. Minimum cement content not less than 140 Kg/Cum. DLC mixed in batching plant, transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver(initial compaction) further by double drum smooth wheeled vibratory roller of 80-100 KN static weight achieving minimum dry density not less than 98% of maximum dry density, necessary finishing etc. complete all as specified and tolerance to be as per Table 900-1 of MoRTH specification for Road and Bridge work 2013.
13
-
-
Note for Item No 17 :-
(a) No price adjustment shall be applicable if excess quantity of cement than the minimum is used/ approved based on mix design in the execution of work under this item.
-
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-
(b) The scope of work includes widening of exisitng road. Hence, during execution, proper care should be taken by the contractor to avoid any damages to the existing road.
-
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-
M & L for 10 mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. Note: (No additionaI amount to be paid for overlap)
2
-
-
Supplying and laying 400 micron thick HDPE sheet (virgin quality) water proof, wrinkle free without puncture having weight 390gm/Sqm over tack coat/sand cushion as specified in the design with overlap adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
130
-
-
Note for Item No 21 :- Measurement shall be taken for net area and unit rate quoted shall deemed to include for over lapping.
-
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-
M & L Pavement Quality Cement Concrete (PQC) of minimum 28 days field flexural strength of 45Kg/Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular, virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tinning by Texturing cum curing machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC:15-1017.
13
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-
Note for item No 23 :- (a) Construction Joints/dummy joints and expansion joints shall be measured and paid seperately under respective items.
-
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-
(b) Deduction shall be made in computing concrete quantity for expansion joints.
-
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-
(c) Contractor shall consider 360 kg of cement per cum of concrete while quoting this item. Actual quantity of cement shall be used as per approved design mix. No price adjustment shall be applicable for excess quantity of cement content i.e beyond 360 kg as per approved design mix in execution of work
-
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-
(d) Non circular synthetic fiber shall be mixed in the " PQC" @ 0.25% of cement all as per manufacturers instructions and as directed by Engr-in-charge.
-
-
-
(e) Supply only of POLYESTER TRIANGULAR/non circular synthetic fibre shall be measured and paid seperately.
-
-
-
(f) Cost of brooming and belting shall be measured and paid seperately
-
-
-
(g) Cost of steel formwork and testing as specified shall be deemed to included in the rate quoted by the tenderer
-
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-
(h)Maximum working temperature shall not exceed 30 degree centigrade of atmosphere.
-
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-
Supply only polyester triangular/Non circular synthetic fibre for pavement quality concrete PQC surface complete all as specified and directed.
17
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-
M & L finishing surfaces of concrete pavement by belting / brooming complete all as specified and directed.
13
-
-
M & L Forming dummy/ contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab, widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
1
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-
M & L Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified, thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouriing the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
4.5
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-
M & L Cutting of construction joints 25 mm deep and 10 mm wide by early saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed.
12
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-
M&L 1:3:6 precast cement concrete block masonry with solid blocks, type C-1 using 20 mm graded crushed stone aggregate exc 10cm in width and setting in cement mortar 1:4, complete all as specified and as directed
4
-
-
S & F Chequered cement concrete coloured tiles 200 x 200 x 25 mm thick, machine pressed heavy duty any pattern/type, chemically treated set jointed and pointed in neat cement slurry as in paths, etc and cut and polished using grey cement and pigments over screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar (1:4) complete all as specified and directed.
50
-
-
M & L for surface dressing n exc 15cm deep in hard/dense soil complete all as specified and directed
900
-
-
M & L moorum/red bajri filling including spreading and levelling in layers not exceeding 15 cm thick, spread, levelled and rammed Including watering and rolled to true surfaces with 8 to 12 Ton capacity power roller to achieve compaction of 98% modified proctor density complete all as specified.
58
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-
Note for Item No 40:- (i) Moorum/red bajri required shall be brought from outside MD land
-
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-
(ii) Compaction of moorum filling shall be carried out under optimum moisture conditions up to the standard proctor density not less than 98 percent.
-
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-
(iii) Measurements shall be taken after consolidation earth and 5% deduction shall be made for payments.
-
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-
M & L Hardcore of gauge not exceeding 63 mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
45
-
-
S & F Machine pressed rubber moulded precast concrete interlocking paver block with grey cement and with pigment any shape and size, polished confirming to IS-15658 of 80mm thickness M-40 grade complete all as specified and directed.
60
-
-
Note for tiem No 45:- (a) The Unit rate quoted is included for Demolition of Stone Slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar.
-
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-
(b) The manufacturer's test certificate and individual test certificate of Tiles must be submitted for approval by the concerned authority prior to installation.
-
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-
M & L sand cushioning including spreading in layers and rolled consolidated to thickness of 50 mm (minimum) to receive interlocking blocks complete all as specified and directed.
3
-
-
Demolition of cement concrete (un-reinforced) in ground floor and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and directed.
5
-
-
M & L 75 mm thick PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in plinth protection finish the cement concrete surface laid in bays including filling the expansion joint with sealing compound complete all as specified and directed.
5
-
-
M & L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm, exc 50 mm and not exc 100 mm deep complete all as specified and directed.
80
-
-
M & L preparing unsurfaced wet mix mecadam surfaces, bitumonous mecadam surface and black top surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat with bituminous primer (Paving bitumen VG-10) @ 5 Kg per 10 sqm complete all as specified and directed.
246
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-
M & L for premix bituminous macadam laid with mechanical paver and material transported in tipped (covered) vehicle and rolled and compacted to required gradient and camber with tendem vibratory roller (consolidated thickness 75mm or less using binder content of paving bitumen (VG-30) by 4% weight of total mix complete all as specified and directed.
73
-
-
Note for Item No 53:-
(i) The actual binder content for Bituminous mecadam used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in BOQ.
-
-
-
(ii) Price adjustment shall be done on MINUS side only based on paid voucher (without considering the permissible tolerance on minus side) with reference to binder content indicated in BOQ.
-
-
-
(iii) No prices adjustment for Bitumen shall be done for variation on plus side.
-
-
-
M & L for Laying and compacting 150mm thick (compacted thickness) thick Wet Mix Macadam (WMM), in two layers each of 75mm thick (compacted thickness) grading as per table 400-13 of MoRTH specifications for Road and Bridge works,2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge works,2013.
80
-
-
M & L Bituminous Premixed Semi dense asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% binder content by weight of total mix using paving bitumen, rolled and compacted to required camber and gradient using Hot Mix Plant and Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and directed.
264
-
-
Note for Item No 58:-
(i) The actual binder content for SDAC used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in BOQ.
-
-
-
(ii) Price adjustment shall be done on MINUS side only based on paid voucher (without considering the permissible tolerance on minus side) with reference to binder content indicated in BOQ.
-
-
-
(iii) No prices adjustment for Bitumen shall be done for variation on plus side.
-
-
-
M & L Repair to pot holes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting round edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) including taking up existing disturbed portion of hard core removing and deposting the same where directed by enginer in charge
17
-
-
M & L Rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depression and hollow, watering, leveling etc., complete using power roller exceeding 8 tonne and not exceeding 12 tonne capacity all as specified and as directed.
12
-
-
Note for Item No 63:- Rolling and consolidation the formation surfaces to the required gradient and camber under optimum moisture conditions to achieve at least 98% of maximum dry density determined using modified proctor density determination method as per relevant IS code.
-
-
-
M & L Soling or sub base spread in 200 mm thickicness with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
13
-
-
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 including one MS pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with PCC 1:3:6 and as per direction of Engineer-in-Charge.
3
-
-
Manufacturing, supplying and fixing Retroreflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two coats of epoxy paint including appropriate priming coat including one MS pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with PCC 1:3:6 and as per direction of Engineer-in-Charge.
3
-
-
Supply and fixing in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
65
-
-
Supply and fixing in repairs cat eye, light reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.
70
-
-
S & F Speed bump (SB-01) made out of plastic material so that it can bear maximum load on it. Two highly reflective reflectors moulded in PMMA material welded with ABS base plate through ultrasonic welding process and then fixed on speed bump so that dust and water canot tocu reflectors inside area. Metalic bolts are used for installation on road. size of size L=250mm, W=750mm, H=75mm) including taking down and removing rubbish material to outside MD land complete all as specified and directed.
23
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-
Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including one MS pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with PCC 1:3:6 and as per direction of Engineer-in-Charge.
1
-
-
Supply and fix in repairs solar cat eye aluminum alloy of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed
25
-
-
Note for Item No 72:-
The cat eye shall be of 100% water proofing design according to 65
-
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-
S & F SS Sign board pattern (SS to SS-7), fully retro reflective sign board made of 3mm thick ACP (Aluminum composit panel) sheet framed with 40mm round SS pipe having front/back (both) side entire surface fully bonded with retro reflective sheeting of HIP (High Intensive Prismatic) grade having pressure sensitive adhisive. boarders and message as indicated cut out. Back ground in Blue and matter in white colour tape having two posts of 50mm round SS pipe 3.0mtr long including excavating post holes of 30 x 30 x 30 cm and embedded in PCC 1:3:6 and including taking down and removing rubbish material to outside MD land complete and as directed by Engineer-in-charge
12
-
-
M & L Preparation of old decorated plastered or unplastered surface of wall/ concrete surfaces, brooming down or steel wire brushing down smoke soot, moulds mass, efflorescent , trading, oil, greasy spots and applying one coat of cement base paint complete all as specified and as directed.
200
-
-
S & F in repairs convex mirrors for road safety as per Model No. RSCM - 100 of size 100 cms made up of polycarbonate reflective mirror body made of ABS suitable for outdoor use complete fixed with MS pipe of 40 mm dia, length 2.4 mtr impabaded in PCC 1 : 2 : 4 type B1 of size 450 mmx x 450 mm including earth work complete all as specified and directed.
8
-
-
M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.
35
-
-
S&F of protection roadway plastic road studs photoluminicent high visible (Glow in the dark) all weather proof road stud of 100mm x 100mm x 20mm size with orange reflectors with load bearing capacity of 16 tons and minimum glowing period 8 hours without any battery requirement fixed on existing road including taking down existing one with approved adhesive all as per manufacturer's instructions and as directed.
25
-
-
M & L Preparation of painted surfaces of new concrete surface and applying two coats of synthetic enamel painting over one coat of primer over 10 cm width or girth, complete all as specified and directed
20
-
-
Note for item No 79:-
(a) Synthetic enamel paint shall be of 1st quality manufactured by the standard firms of make as specified.
-
-
-
(b) The contractor shall inform the GE, within three weeks of the acceptance of the tender, the brand/names of the manufacturers of paint proposed to be used in the works and submit samples thereof and obtain prior written approval of GE before their use in works.
-
-
-
(c) The contractor shall when so required by the GE, produce certificate from the manufacturer or their representative to establish that the brands of paints purchased by the contractor from them, satisfy the requirements of the relevant Indian Standards. Tint of paint, will be approved by the GE.
-
-
-
(d) Paints shall be obtained direct from approved manufacturer or from their authorized agents only of respective brands mentioned below and brought to site in sealed containers. The paint so procured shall be of first quality of any approved make as per list of makes specified. i. Berger Paints (Luxol), ii. Jenson & Nicholson (Brolac), iii. Shalimar Paints(Superlac), iv. Goodlass Nerolac (Nerolac), v. Asian Paints(Apcolite)
-
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-
(e ) Unless otherwise specified the tints of paint shall be as approved by the GE
-
-
-
(f) The contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the Engineer-in-Charge for approval.
-
-
-
(g) The surface shall be thoroughly cleaned and dusted. All dirt scales oil and grease shall be thoroughly removed before painting is started. The prepared surface shall be inspected and approved by the GE before painting is commenced. The weather shall not be foggy/rainy, dusty or windy. The suitability of the weather will be determined by the Engineer-in-Charge.
-
-
-
(h) No hair marks from the brush or clogging of paint buddles shall be left on the work. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory.
-
-
-
Taking down cement plaster on brick or concrete wall including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed.
145
-
-
M & L rendering 15 mm thick on brick or concrete surfaces of walls in cement mortar 1:4 mixed with water proofing compound as per manufacturer instructions, finished even and smooth without using extra cement complete all as specified and directed.
300
-
-
Notefor item No 89:-
(a) Water proofing compound shall be measured and paid seperately.
-
-
-
M & L rendering 5 mm thick on brick or concrete surfaces of ceiling in cement mortar 1:3 finished even and smooth without using extra cement complete all as specified and directed.
45
-
-
M & L rendering 15 mm thick on brick or concrete surfaces of walls in cement mortar 1:6, finished even and smooth without using extra cement complete all as specified and directed.
50
-
-
Supply only integral water proofing compound complete all specified and directed.
98
-
-
M&L Preparation of newly plastered surfaces of ceiling and applying two coats of White wash complete all as specified and directed.
45
-
-
M&L Preparation of newly plastered surfaces of wall and applying three coats of White wash complete all as specified and directed.
50
-
-
M&L preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed.
50
-
-
M&L preparation of newly plastered wall surfaces and applying two coats Cement base paint over and including a coat of alkali resistant primer complete all as spcefied and directed
300
-
-
M&L applying painting adequate number of coats in the shape of lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and as directed.
70
-
-
Note for Item No 98:- (a) The cost for using spraying machine including necessary DG Set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate.
-
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-
(b ) Unless otherwise specified the tints of paint shall be as approved by the GE
-
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-
(c) The contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the Engineer-in-Charge for approval.
-
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-
(d) The surface shall be thoroughly cleaned and dusted. All dirt scales oil and grease shall be thoroughly removed before painting is started. The prepared surface shall be inspected and approved by the GE before painting is commenced. The weather shall not be foggy/rainy, dusty or windy. The suitability of the weather will be determined by the Engineer-in-Charge.
-
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-
(e) No hair marks from the brush or clogging of paint buddles shall be left on the work. Surface shall ordinarily not be painted until it has dried up completely. Trial patches of paint shall be laid at intervals to check if drying is satisfactory.
-
-
-
M&L Cleaning of existing cover drain / open drain of any width and depth upto 15 cm by using jet water pressure mechanical pump,suction pump and removing mud/silt, vegetation growth, plants/small trees etc to a distance 50m , including repairing cracks in cement mortar (1:3) where noticed in surface of drain all as specified and as directed.
859
-
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Note for item No :- 104
(a) The work to be executed in highly restricted area.
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(b) The unit rate is deemed to be included for removing of accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 1m from both side of the drain to outside MD land Note: Periodicity of cutting of grass shall be before commencement of work and after completion of repairs.
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(c) The unit rate deemed to be considered for First Aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman.
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(d) The tenderer shall adhere to time frame as per the user’s requirement and as per demand. The demand and the location of work will be intimated either by the rep of user/ MES rep well in advance. In case of failure to attend the demand in time penalty will be levied for each day @ Rs 500/ for non-completing the requirement till completion of work. The nature of the work related to Airfield maintenance, hence the delay is not acceptable.
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M&L Stainless steel (Grade 304) hollow round or square pipe of any dia/ size fixed as in posts/ railing with knock-down fixing system & top mounted round balaster made of 38 to 50mm dia stailness steel 304 grade, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc, of required size suitable arrangement as per approval of Engineer-in-charge for any height including taking down old railing and make good the surfaces complete all as specified and as directed.
Note :- The distance between vertical stainless steel posts should be as per existing/site requirement.
10
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M & L welding in repairs, exc 2,5 cm but n exc 5 cm in length over the metal of thickness n exc 6mm complete all as specified and directed.
20
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M&L Renewing cement concrete tiles in patches, area n exc 5 sqm including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tiles complete all as directed.
15
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Note for Item No :-111
The rate included for cutting out broken tiles, removing and cleaning loose tiles, preparing bed removing rubbish, brooming and replacing old with new tiles to match, complete with all cuttings etc, that may be required. New tiles required is deemed to be included in the unit rate quoted. The unit rate is also including necessary bedding in cement mortor in CM(1:4) not exceeding 15mm thick.
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M&L Retro Reflective tape in any pattern, shape/number/letters on old existing boards/ any wall area after cleaning including removing of existing letters/tape complete all as specified and directed.
9.4
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