Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date27 Jun 2024
Closing Date16 Jul 2024
Tender Amount₹ 49,50,000
Costs
EMD
₹ 99,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair / Maint To Area Drainage System, Culvert, Certain Connected Ways, Flexible Rigid Pavement And Other Misc Items In Internal Units Of Technical Area
Description
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Contact
Tender Id
2024_MES_662594_1Bid Award Id
ViewTender No
8672/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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
3
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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.
4.5
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M&L Plain cement concrete (1:3:6) type C2 (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.
5
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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.
5
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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.
2.5
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Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 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
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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 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
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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.
1
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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
25
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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
1.2
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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.
75
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M & L 75 mm thick , Moorum/ red bajri filling in road side berms, laid in layers n exc. 15 cm thick, spread, levelled and rammed/ rolled including watering to required level and gradient complete all as specified and as directed.
75
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Note for item No 15 :- (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 Precast kerb stone as in PCC 1:3:6 type C1 using 20 mm graded stone aggregate and set in CM 1:4 including removing the old damaged kerb stone from the site and deposit out side MD land where directed etc including making good the disturbed portion of road or path complete all as specified and as directed.
Note :- The unit rate is deemed to be included for
(a) Demolition of concrete and removing rubish material to out side MD land.
(b) Necessary form work.
5
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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.
25
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S & F Delineator made out of round MS pipe 2"dia and 3' ft long with five bands of reflective tape HIP grade. Three red (1"X6") and two white (2"X6") with anti theft steel net and one coat of steel primer and two coats of synthetic enamel paint including excavating post holes of 15 x15x 15 CM and embedded in PCC 1:3:6 and including taking down and removing rubbish material to outside MD land complete all as specified and directed.
35
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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.
15
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Note for Item No 22:- 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.
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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
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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
50
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Note for Item No 25:-
The cat eye shall be of 100% water proofing design according to 65
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Taking down cement plaster on brick or stone walls, or concrete or ceilings etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, removal and depositing serviceable materials where directed and leaving the work clear of any plastering and Rendering 15 mm thick in two layers on brick or stone or concrete surfaces,first coat 10mm thick in cement mortar 1:4 and 2nd coat 5mm thick 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.
85
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Notefor item No 27:-
(a) Water proofing compound shall be measured and paid seperately.
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(b) The unit rate quoted is deemed to 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 3 m from plinth protection to outside MD land
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(c) Periodicity of cutting of grass shall be before commencement of work and after completion of repairs.
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Supply only integral water proofing compound
15.78
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M & L Levelling of road side berm by filling, spreading with existing sand/Moorum at lower area and cutting at raise area the with mechanical machine and rolling of surface with road roller of capacity 8-10 tonne, including removal of extra cutting material ,boulders and other materials from area and all as specified and directed.
475
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Note for Item No 32 :- The unit rates quoted by the tenderer shall be deemed to inclusive for the following:-
(i) The work in cutting and filling shall be carried out as instructed by the Engineer-in-Charge.
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(ii) Black cotton soil/ vegetable soils and soils obtained from top 30 cm cutting shall not be used for filling and shall be disposed off as directed by Engineer-in-Charge.
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(iii) Boulders or soft materials are encountered in cut slopes these shall be excavated to the approved depth as directed and the resulting cavities with suitable material and thoroughly compacted as directed.
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(iv) Cutting and filling shall be cleared of shurbs, vegetation, grass, bush, weed, trees and saplings not exceeding 30 cm in girth, measured at a height of one metre above ground level.
-
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M&L Preparation of new plastered surfaces wall applying two coats of cement based paint over and including a coat of primer, of any description, complete all as specified.
125
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Note for Item No 37:-
(i)Before applying cement based paint ,the surface shall be thouroughly wetted to control surface suction. The surface shall be moist but not dripping wet when the paint applied .Surfaces which readily absorb moisture shall be wetted in one operation not more than one hour before painting.Surfaces which absorb moisture slowly shall be wtted in at least two operations not less than 30 minutes apart.
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(ii)To maintain a uniform mixture and to prevent segregation ,the paint shall be stirred frequently in the bucket.
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(iii)Painting surfaces shall be cured as soon as paint has hardened so as not be to damaged by the spray about 12 hours after the applications.
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(iv) Cost of scaffolding required deemed to be included in the quoted rate of item and nothing extra shall be admissible on this account.
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(v)Paints shall be obtained direct from approved manufacturer or from their authorized agents only and brought to site in sealed containers. The paint so procured shall be of any approved make as per list of makes specified.
-
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M & L Providing 75mm thick plain cement concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in sub base to tiles complete including demolition of concrete and removing rubish material to out side MD land all as specified and directed .
350
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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.
4
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M & L Rendering 15 mm thick in two layers on brick or stone or concrete surfaces,first coat 10mm thick in cement mortar 1:6 and 2nd coat 5mm thick 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.
Note : WPC shall be measured and paid seperately under relevant item here-in above.
40
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-
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. .
1.5
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M & L plain cement concrete (1:4:8) type D2 (40mm graded stone aggregate) as in foundation, filling and mass concrete including demolition of exsting concrete and disposal to outside MD land all as spd and directed.
1
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M & L Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or using air compressor to remove all loose dirt etc to remove all dirt etc. and applying evenly a priming / tack coat with bituminous primer VG-10 at the rate of 2.5 KG per 10 Sq.m complete all as specified and directed.
301.25
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M & L Reinforced Cement Concrete 1:1½:3 type A-1 using 20mm graded stone aggregate as in foundation for drain including demolition of existing foundation and disposed to outside MD land complete all as specified and as directed.
0.5
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M & L Reinforced Cement Concrete 1:1½:3 type A-1 using 20mm graded stone aggregate as in slabs on drain wall including demolition of existing slab and disposed to outside MD land complete all as specified and as directed.
0.5
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Note for item No 49 & 50 :-
Necessary form work and reinforcement shall be measured and paid separately vide relevant items of this schedule
-
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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.
750
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S&F High strength corrosion resistant TMTsteel bars of Grade Fe–500 of 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.
95
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M & L precast cement concrete 1:2:4, type B1 (Using 20 mm graded granite stone aggregate) in landings, cover slabs (for manholes etc.),shelves and similar articles with plain faces and set in cement mortar 1:4 including taking down and removing rubbish material to outside MD complete all as specified and directed.
1.5
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M & L Form work to sides of concrete foundaions, footings, bases of columns, rafta and raft beams, sides and soffits of foundation and plinth beams and work vertical or to better finished rough all as specified and as directed.
3
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M & L Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exceeding 200mm thick finished fair all as specified and as directed.
8
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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
9
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Note for item No 57:-
(a) Synthetic enamel paint shall be of 1st quality manufactured by the standard firms of make as specified.
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(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.
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(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.
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(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
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(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.
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(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.
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(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.
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M & L 100mm thick, plain cement concrete (1:2:4), type B-1 (using 20 mm graded mechanically crushed stone aggregates), as in hardstanding including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling (to full depth) comprising of one part heated hot blown bitumen 85/25 & two parts heated sand (by volume), surface finished even and smooth without using extra cement, including demolition of existing concrete and removal of debris out of MD land complete all as specified and as directed.
Note :- The concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm.
130
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S&F High strength corrosion resistant, TMTsteel bar of grade Fe-500, 6 to 8 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 in stirrups , spacers and binders etc complete all as specified and directed.
110
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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.
3
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M & L hot applied thermoplastic compound exc 10 CM width and 2.5mm thick (excluding thickness of glass beads ) and providing selecting glass beads @ 250gm per sqm as per IRC-135, finished surface to be levelled uniform and free from streaks and holes including cleaning of surface to remove all loose dirt etc. complete all as specified & directed.
350
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M&L Pre-cast cemet concrete louves and jallies 40 mm thick in PCC 1:2:4, type B-0 using 12.5 mm graded aggregate including moulings set in cement mortar 1:4 including dismantling existing jallies complete all as specified and directed.
25
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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
7.5
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MS Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) including dismantling of existing one all as directed by Engineer-in-Charge.
150
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M & L Cement concrete type C-1, 1:3:6 (using 20mm graded crushed stone aggregate) as in foundation of fencing post, filling and mass concrete complete all as specified and directed.
2.5
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Straining and fixing only chain link fencing including line wires, any mesh size and type of to any type of standards, rails, straining bolts etc including provision 10mm dia MS bars as line wire welded to fencing posts and MS flat iron for fixing fencing wire mesh complete all as specified and as directed.
50
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Note for Item No 74 :-
Supply only 10mm dia round bars measured and paid seperately under relevent item here-in after. However, labour aspect for fixing is deemed to be included in this item.
-
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S & F Chequered cement concrete coloured tiles 300 x 300 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) including demolition of stone slab and tiles of any description or thickness in floors, aporon etc complete all as specified and directed.
120
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M & L Preparation of new steel surface of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed.
25
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Note for Item No 77 :-
(a) Synthetic enamel paint, shall be of 1st quality manufactured by the standard firms of make as specified.
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(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.
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(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.
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(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
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(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.
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(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.
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(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.
-
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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.
20
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M & L preparation of painted surfaces of old concrete surface and applying one coat of synthetic enamel painting over 10 cm width or girth, complete all as specified and directed
200
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Note for item No 87 :-
(a) Synthetic enamel paint, shall be of 1st quality manufactured by the standard firms of make as specified.
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(b) The contractor shall inform the GE, the brand/names of the manufacturers of paint proposed to be used in the works and submit samples there of and obtain prior written approval of GE before their use in works.
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(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.
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(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
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(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.
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(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.
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(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.
-
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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 including demolition of existing undulated hardcore surface and removing the same complete all as specified and directed.
61
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S & F Machine pressed rubber moulded precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to IS-15658 of 80mm thickness M-40 grade, laid over and including M sand cushion of 50mm thick complete and packing the sides with PCC 1:3:6 including demolition of existing stone slabs or tiles of any description complete all as specified and directed.
125
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Note for tiem No 97:- (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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Dismantling fencing wire mesh, barbed wire of any type and any size at any position on the wooden/steel post complete all as specified and directed.
50
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Note for Item No 100:- The unit rate quoted is deemed to included for Removing of accumulated earth of any width and depth upto 15 cm cleaning/cutting the grass/ trimming down shurbs/ branches/ small trees with hand operated petrol/kerosene driven grass cutting machine and removing the grass waste around 3 m from fencing post to outside MD land
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Excavating in post holes (or similar holes) soft/loose type of soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm including for removing excavated materials to out side MD land complete.
10
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Supply only Chain link mesh and made of galvanised wire and shall confirm to IS 2712.2003 and having zinc coating of type heavy as laid down in IS 4826 including line wires/ binding wire etc fixed to any type of standards posts complete all as specified and directed.
115
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S & F Posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 including dismantling posts or struts (wood, steel or RCC) any section, incl taking out embedded portion and making good disturbed ground posts embedded in concrete brick masonary etc complete all as specified and as directed..
100
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Supply only 10mm dia round bars, cut to length ,hooking ends as in wooven/ straining bar (stiches through chain link fencing between post) complete all as specified and as directed.
45
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S & F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line of wire to be measured)
10
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M&L Applying one coats of water based road marking paint of any colour such as lines, dashes, arrows, letters, boxes etc on roads, pavements and the like including preparation of surfaces by brushes/ mechanical grinder/sand papers, making surface rough to hold paint exceeding 10 cm wide all as specified and as directed.
200
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Note for Item No 107:- (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.
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S & F in repairs Machine pressed rubber moulded precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to IS-15658 of 60mm thickness M-35 grade, laid over and including M sand cushion of 50mm thick complete and packing the sides with PCC 1:3:6 all as specified and directed.
125
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Note for item No 113 :-
(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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Taking down and refixing the same steel gate not exc 3 sqm each pane after repair of rusted or damaged portion of the gate including pivote, holdfast, stopper, locking arrangement, pintal etc and necessary greasing to pivote with or including spot welding, running welding all as specified.
4
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Note for item No 115 :-
In case required new mild steel fixed with replacing rusted or damaged portion will be included in quoted rate.
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Taking down and refixing broken glass coping on top of wall in CM 1:3 complete all as specified and as directed.
12
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Note for item No 117 :-
Contractor shall bring broken glass from out side MD land 25mm layer of cement mortar (1:3) with broken glass @ of 10 Kg per Sqm in case sufficient glass not obtained from taking down and the quoted rate is deemed to be inclusive of this provision also.
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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.
300
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Note for item No 119 :- (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 Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment. (Fe 410 -W (Gde- E-250) quality -A including dismantling of existing one complete all as specified and as directed.
150
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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.
15
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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.
50
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M&L Renewing cement concrete tiles in patches, area not 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.
125
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Note for Item No 127 :-
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 filling the cracks in flexible pavement surface of any size by applying bitumen emulsion @ 0.50 litre per running metre and filled with paste by mixing quartz sand, sand, cement and emulsion in the ratio of 1:10:0:50 and shall be applied in one or two coats to ensure complete filling of the cracks in line with existing pavement strucures complete all as specified and as directed.
5
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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.
101.25
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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.
101.25
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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.
75.94
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Note for Item No 132:-
(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.
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(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.
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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.
101.25
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M & L in repairs Bituminous Premixed Semi dense asphaltic Concrete, 30 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.
301.25
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Note for Item No 136:-
(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.
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(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.
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(iii) No prices adjustment for Bitumen shall be done for variation on plus side.
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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.
25
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