Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 May 2023
Closing Date15 Jun 2023
Tender Amount₹ 96,83,278
Costs
EMD
₹ 1,73,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Repair/maint To Flexible/rigid Area, Marking, Sign Board And Path Near Afwwa / Shopping Complex, Flexible Rigid Pavement And Other Misc Item In Internal Units Of Technical Area
Description
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Contact
Tender Id
2023_MES_596866_1Bid Award Id
ViewTender No
8591/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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.
9.5
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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.
210
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Demolition of reinforced concrete in drain or any position not otherwise specially provided for complete all as specified and directed .
6
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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 including demolition of existing concrete 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 Reinforced Cement Concrete 1:1½:3 type A-1 using 20mm graded stone aggregate as in foundation for drain slabs complete all as specified and as directed.
3
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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 complete all as specified and as directed.
3
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Note for item No 9 & 10 :-
Necessary form work and reinforcement shall be measured and paid separately vide relevant items of this schedule
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M&L Granite work (of any type) 18 to 20mm thick (table rubbed and polished including round edge) in steps, jambs, pillars, window cills, cooking platforms, wash basin platform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with granite shade over and including 15mm thick screed bed in CM 1:4 and demolition of existing stone slab complete all as specified and directed by Engineer-in-Charge.
35
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S&F stainless steel letters 12 inches height made out of 1mm thick stainless steel plate, cut folded, welded to required shape including fixing on the granite with bolt nuts/ steel surface etc, including taking down existing one complete all as specified and directed.
10
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S&F stainless steel letters 8 inches height made out of 1mm thick stainless steel plate, cut folded, welded to required shape including fixing on the granite with bolt nuts/ steel surface etc, including taking down existing one complete all as specified and directed.
10
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S & F stainless steel 1 mm thick sheet logo of Airforce exceeding 0.15 sqm but not exceeding 0.34 sqm including necessary fitting including taking down existing one complete and all as directed by engr in charge.
4
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M&L Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws including dimantling of existing one complete all as specified and directed.
25
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Note for pre-painted coloured Galvalume roofing :-
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(i) The manufacturer's test certificate and individual test certificate for the chemical and mechanical properties of sheet must be submitted for approval by the concerned authority prior to installation.
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(ii) The contractor shall ensure that no leakages take place from the roof. The roofing shall be Coloured Galvalume roofing system (olive green colour or as approved by GE) with feed material manufactured from 0.50 mm Total coated thickness (TCT), minimum 550 MPa yield strength and shall conform to the physical specifications of IS: 2062 of 2011, coated with hot dip metallic Aluminium / Zinc alloy coating AZ150 as 150 gm/sq.mt total on both sides complete all as specified and as directed.
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(iii) The painting shall be coloured baked enamel polyester with silicon coating of film thickness 25 microns nominal on the exposed face/exterior side and on the reverse side ( interior face) shall be white with 15 microns film thickness, over a coat of 5 micron nominal thickness Primer.
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(iv) The contractor shall produce purchase vouchers for each lot and independent test for verification of Engineer-in-Charge.
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M & L preparation of plastered or un plastered old surfaces of wall/ chajjas etc by brooming down or steel wire brushing scrapping down, smoke shoots moulds, mass efforescent salt, treating oil and greasy spots ect and applying one coat of white wash on old surfaces complete all as specified and directed.
3500
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Note for item No 22 -: (i) The lime shall be slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. About 1.3 Kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub resistant. Small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use
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(ii) Application of Whitewash:-
Whitewash shall be applied with ‘MOONJ’ brush or other brush to the specified number of coats. The operation for each coat shall consist of a stroke of the brush given from the top downwards, another from the bottom upwards over the first stroke and similarly one stroke horizontally from the right and another from the left before it dries. Each coat shall be allowed to dry before the next coat is applied. No portion of the surface shall be left out initially to be patched up later on. The brush shall be dipped in whitewash, pressed lightly against the wall of the container and then applied by lightly pressing against the surface with full swing of hand
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(iii)Whitewashing on ceiling should be done prior to that on walls.
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S&F in repair 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
10
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M&L Stack clamps made out of 50 mm x 3 mm flat iron and 75 mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 75 mm bore pipe complete all as specified and directed.
10
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S&F in repairs Galvanised steel punched type concertina coil 1050mm dia (dia of coil with unstreched) and streched for a length of 6RM/ Coil while fixing and fixed to angle iron posts/ supports binded with 3.15mm dia GI wire complete all as specified and directed.
Note :- Weight of one coil, with 50 Turns of 1050mm dia and 129 number clips shall not be less than 15.2 Kg.
120
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M&L Welded steel wire fabric cut to length,bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members not excceding 4Kg/Sqm including taking down existing steel wire fabric complete all as specified and directed.
410
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M&L Plain Cement Concrete 1:2:4, Type B1 (using 20 mm graded granite stone aggregate) cast in situ as in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work and demolition of existing concrete complete all as specified and directed.
4
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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.
34.5
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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.
130
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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
3.5
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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.
575
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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.
575
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Note for Item No 35:-
(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 vocher (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 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.
1900
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Note for Item No 39 :- 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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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.
320
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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.
5
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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.
125
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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.
150
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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. Make : Sinor, ACE Polymer, TATA B.P.
1250
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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.
125
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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.
12
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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 52 :-
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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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.
100
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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.
65
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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.
40
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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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Demolition of existing un-reinforced Cement Concrete in ground floors and pavings not exceeding 25 Cm thickness complete all as specified and directed.
54
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Removal of demolished materials / debris etc. to a distance exceeding 1.5 KM and not exceeding 5 KM and depositing where directed complete all as specified and as directed.
54
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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.
2.5
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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.
1.5
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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.
2.5
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M & L for Providing & Laying Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 Mpa. Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transprted to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge work 2013.
20
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Note for Item No 63 :-
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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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 7.50m width, including curing and tining by Texturing cum Curing Machine complete all as specifed and directed. Required surface texturing to be done as specified in Clause 10.1.14 and Table 9 of IRC:15-2017.
30
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Note for item No 65 :- (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.
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(e) Supply only of POLYESTER TRIANGULAR/non circular synthetic fibre shall be measured and paid seperately.
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(f) Cost of brooming and belting shall be measured and paid seperately.
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(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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(j) Supply only of POLYESTER TRIANGULAR/non circular synthetic fibre shall be measured and paid seperately.
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(k) Cost of brooming and belting shall be measured and paid seperately.
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(l) Cost of steel formwork and testing as specified shall be deemed to included in the rate quoted by the tenderer.
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(m)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.
30
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S & F One layer of polythene film (transparent colour) 400 micron thickness as per ASTM D2103/IS 2508 laid over tack coat with side and end overlapping not less than 300mm all as approved by GE.
20
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Note for Item No 79 :-
Measurement shall be taken for net area and unit rate quoted shall deemed to include for over lapping.
-
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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.
5
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Note for item No 81 :-
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.
8
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Note for item No 83 :-
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.
650
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Note for item No 85 :- (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 for repairs to pavement by cutting the existing concrete slab by machine to a length of damaged portion with an average depth of 30-40mm and average width of 25-50mm, trimming the surface and application of resin formulation in following two stages as given below including preparation of surface complete :-
20
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(a) First stage consists of application of a primer coat with epoxy resin of mix with formulation of 100 parts of Araldite GY 257 (dipenny 101 propane epichorihydrin) and 50 part of Hardner Hy 140 by weight.
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(b) Second stage consists of application of epoxy resin mortar mix with the following formulations:- (i) Araldite GY 257 - 100 parts by weight (ii) Hardener Hy 140 - 50 parts by weight (as per weight of Araldite)
(iii) Quartz sand No 9 - 450 parts by weight. (as per weight of Araldite)
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Note for item No 90 to 92 :-
Any excess width/depth occured during cutting more than as specified shall be filled with the same resin formulation in two stages as mentioned above without any extra cost to the government by the contractor.)
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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.
200
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Note for Item No 94 :-
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.
4
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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.
110
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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.
600
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Notefor item No 98:-
(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 water proofing compound
102.3
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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.
810
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Note for Item No 103:-
(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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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
30
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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.
350
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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.
10
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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
50
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Note for Item No 111 & 112 :-
(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 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.
975
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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.
10
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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.
16
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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.
750
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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.
2.2
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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
10
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Note for item No 126:-
(a) All synthetic enamel paint, plastic emulsion 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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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. Make: 3M /Simsonite / Tata BP/dark eye
350
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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.
225
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Note for item No 136 :- (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.
2
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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.
52
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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.
220
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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.
25
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Note for Item No 143 :- 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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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
125
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Note for Item No 145:-
The cat eye shall be of 100% water proofing design according to 65
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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.
135
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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.
250
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Note for tiem No 148:- (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 151:- 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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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.
Make of road marking paint :M/s Asian paints, M/s Jenson and Nicholson, M/s Berger paints
2000
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Note for Item No 153:- (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.
270
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Note for item No 159 :-
(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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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 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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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.
9
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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 100 mm bore of pipe, complete all as specified and as directed.
30
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S & F Reinforced concrete pipes class NP-2 with one collar per length of pipe laid fixed to trenches 100 mm bore including demolition of existing pipe complete all as specified and directed.
30
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Returning , filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil.
6
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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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