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Tender For Shifting Of Utilities For Widening Of Nh-48 By Nhai Through Mes (Agency Work) At Subroto Park, New Delhi-Delhi

Military Engineer Services-MES has published Tender For Shifting Of Utilities For Widening Of Nh-48 By Nhai Through Mes (Agency Work) At Subroto Park. Submission Date for this Tender is 16-03-2024. Road Work Tenders in New Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

42167516
Corrigendum : Tender For Shifting Of Utilities For Widening Of Nh-48 By Nhai Through Mes (Agency Work) At Subroto Park
Open Tender
Indian
Delhi
New Delhi
16-03-2024

Tender Details

Shifting Of Utilities For Widening Of Nh-48 By Nhai Through Mes (Agency Work) At Subroto Park

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Feb-2024 CORRIGENDUM 01 Other 09-03-2024
2 28-Feb-2024 CORRIGENDUM 01 BOQ 09-03-2024
3 09-Mar-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 16-03-2024

Key Value

Document Fees
INR 1000 /-
EMD
INR 196850.0 /-
Tender Value
INR 1.21 Crore /-

BOQ Items

Name of Work: SHIFTING OF UTILITIES FOR WIDENING OF NH-48 BY NHAI THROUGH MES (AGENCY WORK) AT SUBROTO PARK
Sl. No. Item Description
1DEMOLITION (B/R) :-
2Taking down chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each with iron mongeries or fittings complete all as specified and directed.
3Taking down chowkhats or frames with shutters (without taking off shutters from the frames) exc. 1.50 sq. m but n exc 4.00 sqm each with iron mongeries or fittings complete all as specified and directed.
4Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas, and similar suspended work of any type (including reinforcement cut as required to facilitate demolition) complete all as specified and directed.
5Demolition of brickwork or stone/boulder masonry, built in cement /lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed.
6Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc. complete all as specified and directed.
7Dismantling wrought iron or mild steel work such as in railing etc. or any description not otherwise provided for complete all as specified and directed.Note: Breakdown of Qty: 11.2 Qtl (for Demolition B/R work) + 3.62 Qtl (for RCC wall work)
8Taking up or down 15mm bore steel tubing and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.
9Taking up or down 20mm bore steel tubing and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.
10Taking up or down 25 or 32mm bore steel tubing and connections, including cleaning for re-fixing or removal to store complete all as specified and directed.
11Taking off 15mm brass chromium plated bib tap any type / any description complete in all respect as specified and directed.
12Taking down flush Tank of any type and any description complete all as specified and directed.
13Taking off 15mm dia brass chromium plated Stop cock (concealed) any type /any description complete all as specified and directed.
14Taking off 20mm bore gun metal globe or with iron wheel, screwed both ends for iron pipes fixedcomplete all as specified and directed.
15Taking off 25 or 32mm bore gun metal globe or with iron wheel, screwed both ends for iron pipes, any type and any description fixed complete all as specified and directed.
16Taking off chromium plated brass shower rose with swivel joint and shower arm, any type /any description complete all as specified and directed.
17Taking off PVC connection 15mm bore of any description and any type complete all as specified and directed.
18Taking off ball valve of PVC complete with aluminum rod with polyester ball for 20/25mm dia any type and any description and removal from site complete all as specified and directed.
19Dismantling/Taking down water tanks of capacity exc 250 & n exc 500 ltr and removing to store complete all as specified and directed.
20Dismantling/Taking down water tanks of capacity exc 500 & n exc 1000 ltr and removing to store complete all as specified and directed.
21Dismantling/Taking down water tanks of capacity exc 1000 & n exc 2000 ltr and removing to store complete all as specified and directed.
22Taking off kitchen sink of any size and any description with or without drainage board including waste coupling /fittings complete all as specified and directed.
23Dismantling of 75/100mm cast iron or reinforced concrete drain pipes including bend, Tee, Traps, Cowls etc jointed in cement mortar and taking out from floor or wall complete all as specified and directed.
24Taking down eaves, gutters and rainwater pipes (any size or pattern) including all fittings, heads, shoes, bends, swan necks etc., including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed.
25Taking down kitchen plate rack of any size and any description complete all as specified and directed.
26Taking down looking mirror of any size and any description complete all as specified and directed.
27Taking down curtain rod with brackets of any size complete all as specified and directed.
28Demolition of cement concrete (un-reinforced) in ground floors and pavings n exc. 15 cm thickness (below or above ground level) complete all as specified and directed.
29Demolition RCC/SGSW pipe (sewer line) including manhole, cleaning and removing of waste material complete all as specified and directed.
30Removing excavated material (soil) exceeding exc 1.5 Kmbut not exceeding 5 Km and depositing where directed complete all as specified and directed.
31DEMOLITION (E/M) :-
32Taking down carefully copper/aluminium point wiring (light ,fan, light fittings,socket or power) complete, including fixture and fittings such as switches, ceiling roses,pendants, regulators, sockets,light fitting etc.removing materials to store for keeping in safe custody or for taking credit (credit for above items should be made as per conditions separately) and making good disturbed surfaces of walls, floors etc. complete all as specified and directed.
33Taking down including disconnectingthe electric connection of ceiling fan and dismantling blades, cleaning and deposit to store yard complete all as specified and directed.
34Taking down including disconnectingthe electric connection of exhaust and ventilatingfan, cleaning and deposit to store yard complete all as specified and directed.
35Taking down including disconnectingthe electric connection of electric water heater, vertical type, storage type , cleaning and deposit to store yard complete all as specified and directed.
36Taking down unserviceable submain wiring ofthree runs of any size cable including batten/ conduit complete all as specified and directed.
37Taking up /down Earthing of any type complete and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
38Taking down including disconnectingthe electric connection of DB TPN /SPN, any type complete all as specified and directed.
39Taking down the defective MCCB, any type complete all as specified and directed.
40Taking down the defective cubicle type, meter box ,indoor type with all connections complete all as specified and directed.
41Taking down unserviceable SP/SPN MCBs of any capacities from theDBs,cleaning and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
42Taking down unserviceable sheet metal enclosurefor AC/ Geyser of any capacities, cleaning and deposit to store yard complete all as specified and directed.
43Taking down including disconnectingthe electric connection of Energy meter, cleaning and deposit to store yard complete all as specified and directed.
44ROAD / PATH / CULVERT :-
45Surface excavation n. exc 30 cm deep and averaging 18 cm deep and getting out in hard/ dense soil complete all as specified and directed.
46Removing excavated material exc 50 m but n exc 250 m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and directed.
47Rolling and consolidating formation surfaces in cutting with power roller exc. 8 tonne & n exc. 12 tonne,complete all as specified and directed.
48M&L for 150 mm thick soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber,complete all as specified and directed.
49M&L for 150 mm thick (in two layers of 75 mm thick each) compacted thickness WBM with coarse aggregates (granite, trap or basalt) of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and camber required,complete all as specified and directed.
50M&L for preparing surfaces 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 for unsurfaced water bound macadam and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm usingpaving bitumen complete all as specified and directed.
51M&L for Bituminous premix semi dense Asphaltic concrete 40mm consolidated thickness using paving bitumen of Gde VG-30 with 5.5% binder content by weight of total mix, spread by means of self propelled mechanical spreader/paver,rolled and compacted to required camber and gradient by using mechanical power road roller 8 to 10 tonne capacity, complete all as specified and directed.
52M&L for continuous brick edging; with width equal to the width of the brick , laid dry on end vertically with burnt clay bricks of sub class "B",old size bricks including necessary excavation as required complete all as specified and directed.
53M&L for applying 2.0mm thick 10 cm wide road marking Paint (retroreflective)of specified shade or colour using hot thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface ,cleaning the road surface of all dirt, scales, oil grease, foreign materials, etc. complete all as specified and directed.
54S&F Cat Eye Stud ABS body size 100x100 mm conforming to IRC 67-1977 having load capacity upto 40 ton giving reflection on both sides including fixing with spike and epoxy based component system complete all as specified and directed.
55EXTERNAL WATER SUPPLY :-
56Excavation in trenches in any type soil /rock (soft/loose/hard/dense soil/rock) n.exc. 1.5 mtr wide and n.exc. 1.5 mtr in depth for foundation, laying of pipe etc. n.exc. 10 sqm on plan and n.exc. 1.5 mtr in depth and getting out complete all as specified and directed. NOTE : while removing the pipe line, Contractor shall replaced the broken tiles with new as per existing . The quoted rates shall be deemed to include for all the materials / T&P / machinery used in this item . No material shall be paid / measured separately.
57Returning, filling in, including spreading, levelling ,watering and well ramming hard / dense soil in layers not.exc. 25 cm each layers complete all as specified anddirected.Note: Breakdown of Qty: 48 Cum (for Ext water supply) + 213 Cum (for Ext electric supply) + 34.5(for area drainage)+224( for RCC wall) + 189.75( for sewage disposal )
58Removal of excavated material & surplus soil to a distance n.exc. 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point complete all as specified and as directed.Note: Breakdown of Qty: 6 Cum (for Ext water supply) + 108 Cum (for ext electric supply ) + 262 (for RCC wall)
59Taking up cast iron water mains of 150mm bore including all fittings with spigot and socket ends and lead joints including burning out joints and recovering lead complete all as specified and directed.
60Cutting to DI pipes of 150mm bore before laying in position for insertion of new tees, branches, bend and new connection etc. complete all as specified and directed.
61Supply and laying of DI pipes of grade K-9 with spigot and socketed ends centrifugally cast in any length sizeof 150mm dia bore complete laid in trenches all as specified and as directed by Engineer-in-charge
62Supply, fixing and testing of CI fittings for spigot and socket pipes such as bends (any type radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.), Tee pieces single branch, "Y" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs including dewatering suitable for pipes upto 150 mm bore complete all as specified and directed. NOTE : Excavation /earth work in any type of soil/rockand jointing of pipes shall be measured and paid separately.
63All as per ser. item no 4.07 above but flanged pipes complete all as specified and directed.
64M & L for run lead joint suitable for spigot & socket CI pipe 150 mm dia complete all as specified and directed.
65M & L for rubber gasket joints for CI flanged pipes suitable for bore of pipe 150 mm bore complete all as specified and directed.
66Supply and fixingin repair / replacement sluice valve cast iron with iron spindle PN-1.6 and fly nut flanged both ends and drilled for jointing wheel head type ISI marked conforming to IS 14846 (latest revised) including two flange joints with nuts, bolts and washers, rubber insertion packing etc. suitable for 150mm bore pipe complete all as specified and directed.
67M&L for Construction of brick masonary valve pit of size 120cmx120cmx120cm (internal dimensions of chamber) depth to be reckoned from the top of PCC in foundation to top of MS cover with MS sheet cover 3.15mm thick including frame of angle iron 40x40x6mm with locking arrangement including painting two coats of black synthetic enamel paint over a coat of red oxide primer etc. including brick work in CM 1:6 15mm thick plastering in CM 1:4 (internal & external) and necessary excavation and earth work in any type of soil, returning, filling in ,disposal of surplus spoil to a distance not exc. 50 mtrs ,150mm thick PCC 1:4:8 type D-2 for base and PCC copying 15mm thick 1:2:4 using 12mm graded aggregate complete all as specified and directed by Engineer-in-charge.
68Taking out existing GI pipe 25mm dia from trenches / walls / roof / floor etc. including connection andcomplete all as specified and directed.
69Taking out existing GI pipe 40mm dia from trenches / walls / roof / floor etc. including connection complete all as specified and directed.
70M&L for dismantling of monoblock pump of capacity 2HP from the base and shifting it to MES Store complete all as specified and directed by Engineer-in-charge. Note:- Cost towards T& P and machinery required for shifting and dismantling etc. shall be included in the unit quoted rate.
71M&L for Making good for road to existing surfaces with using of patch premix bituminous 25mm thick polymer based material over WBM 75mm thick including rolling etc. complete all as specified and directed by Engineer-in-charge
72EXTERNAL ELECT SUPPLY :-
73Taking down of HT cable of size 300 sqmm 3 core including excavation, returning filling and removal and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
74Taking down of LT cable of size 16 sqmm 4 core and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
75Taking down of steel tubular poles and dismantling electric connection, cleaning and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
76Taking down ofsecurity light fitting, dismantling electric connection, cleaning and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
77Taking down ofFRP loop in loop out junction box for street light dismantlling electric connection, cleaning and keeping in safe custody for giving credit to the contractor complete all as specified and directed.
78Supplylaying& testingHT cable XLPE insulated ,screened, PVC bedded , galvanised steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminium condutor, 11000 volts, grade of size 300 sqmm , 3 core complete all as specified and directed.
79Supply & fixing of cable jointing kit for 11 KV (Earthed) grade cable for indoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable size 240 sqmm to 300 sqmm complete all as specified and directed.
80Supply & fixing of cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240 sqmm to 300 sqmm complete all as specified and directed.
81Supplylayingand testing of cable XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area of size 16 sqmm 4 core complete all as specified and directed.
82M&L for steel tubular swaged pole complete with cast iron base plate, finial taper plug, bolts, nuts and screws all as specified, type 410-SP-31, 9 mtr long complete including painting with two coats of aluminium paint over a coat of red oxide primer andincluding GIbracket and necessary nut bolts and clamps for fixing street light fitting complete all as specified and directed.
83Supply and fixing LED street light fitting 60 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.
84Excavation in trenches in hard/dense soil not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation, laying of cable, or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 Sq m on plan and not exc 1.5 mtr in depth and getting out complete all as specified and directed. Note: Breakdown of Qty: 321 Cum (for Ext Electrical supply) + 206.25 Cum (for sewage disposal ) + 133 Cum (for area drainage)
85M& L for Sand cushioning for underground cables provided with a layer of sand 8 cm deep before laying the cable and 15 cm depth after punning down and stretching the cable complete all as specified and as directed.
86Supplying and laying un-reinforced precast concrete cable cover, class HVP, type 1 with peak, size 300mm x 180mm x 40mm for protection to underground HT cable complete all as specified and directed.
87Supply and layingwell burnt sub class ‘B’ bricks old size as mechanicalprotection to underground cables laying across the cable complete all as specified and directed.
88Supply and laying GI tube ,light grade as in cable protection pipe including all fittings complete for the size 150mm dia bore complete all as specified and directed.
89Supply and laying GI tube ,light grade as in cable protection pipe including all fittings complete for the size 50 mm dia bore complete all as specified and directed.
90Material and labour for cuttingof road/ hard standing up to a size not exceeding 20cm widthand not exceeding 90cm in depth for laying ofcable protection pipe , back filling of earth with well ramming providing 250mm thick PCC (1:4:8) type D2 and 150mm thickproviding PCC (1:2:4) type B2 including making good the disturbed road/hard standing upto existing surface level complete all as specified and as directed.
91Boring of holes under road, pavement and hard standing by trenchless technology using ultra sound technique and using necessary machine for insertion of HDPEPipe 100 mm outer dia complete all as specified and directed. Note :- (i) GI pipe shall be measured and paid separately under relevant items of this Sch. (ii) Depth will not be less than 1m below the road.
92S&F hot moulded FRP looping / junction box size 280mm x 200mmfor street light poles with locking arrangement and suitable connection for three phase incoming cable , three phase outgoing cable and single phase connection for light fitting enclosed in thermo plastic in closed shock proof safe IP-65, weather, vermin proof, dust and water proofcomplete with two Nos cables entry including gland of standard size with suitable size mild steel clamp to fix on pole complete all as specified and directed.
93M&L forPVC insulated with copper conductor cable of size 2.5 Sqmm, 3 core fixed in position from FRP looping box to street light fitting connector with fixing arrangement on steel tubular pole complete all as specified anddirected.
94S&F cable route indicator made of 15x15x6mm thick MS plate welded with 8mmx30cm long MS rod grouted in PCC(1:2:4) block of size 20x20x30cm and writing LT/HT cable complete all as specified and directed.
95M&L for Making all arrangement to laying / passingofHT XLPE/ PVC armoured electric power cable 11000 volts grade of size 300 sqmmfrom existing HDPE/ hume pipe under the National Highway-48 including taking out old unserviceable cable by mechanical tools/ JCB and including necessary permission ,if required complete all as specified and directed.
96M&L for plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate ) as in foundation, filling and mass concrete complete all as specified and directed.Note: Breakdown of Qty: 4 Cum (for Ext Electrical supply) + 19 Cum (for area drainage ) + 39 Cum (for RCC wall )
97M&L for providing plain cement concrete 1:2:4 , type B-1 using 20mm graded stone aggregate as in , roof kerb or mud stops, rounded or chamfered on edges complete all as specified and directed.
98SEWAGE DISPOSAL :-
99Excavation in trenches in hard/dense soil depth exc. 1.5 mandn.exc. 3.00 m for foundation, laying of cable, or for shafts, wells, cesspits, manholes, pier holes etc. and getting out complete all as specified and directed.
100M&L Plain cement concrete (1:5:10), type E-2, using 40mm graded stone aggregate as infoundation, filling and mass concrete,complete all as specified and directed.
101M&L Plain cement concrete (1:3:6), type C-2, using 40mm graded stone aggregate as in bed to drain pipes of 300mm bore including packing under, and haunching against the sides of pipes after they are laid and tested,complete all as specified and directed.
102Supply and fix reinforced concrete pipes ,class NP3 , 300 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed.
103M&L Brick work with sub Class ‘B’ bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4, complete all as specified and directed.
104M & L rendering 15mm thick on other than fair faces of brick work in CM 1:4, finished even & smooth without using extra cement complete all as specified and directed.
105Supply only Integral water proofing compound,complete all as specified and directed.
106M&L Plain cement concrete ( 1:2:4), type B-1, (using 20 mm graded stone aggregate) as in surface channels and drains, benching of manholes laid to shape including necessary formwork,complete all as specified and directed. Note: Breakdown of Qty: 1 Cum (for Sewage disposal) + 15 Cum (for area drainage )
107Extra for forming fair finished drain or channels 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred / stopped ends etc.complete all as specified and directed. Note: Breakdown of Qty: 10 RM (for Sewage disposal) + 200 RM (for area drainage )
108M&L Plain cement concrete ( 1:2:4), type B-1, (using 20 mm graded stone aggregate) as in copings, bed plates& other similar works, including necessary formwork, weathering, slightly rounded angles and throating, complete all as specified and directed. Note: Breakdown of Qty: 1 Cum (for sewage disposal) + 3.5 Cum (for area drainage )
109Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm bore pipe, complete all as specified and directed.
110Removal of excavated material to distance not exceeding 100 metre and depositing where directed at level not exceeding 1.5 metre above the starting point in soilcomplete all as specified and directed.
111M&L for providing precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded aggregate in man holes covers slabs/ Shelves as in slabs supported on walls, beams and columns, in floors, roofs, landings, deck slabs and in shelves and like including necessary formwork,complete all as specified and directed. Note: Breakdown of Qty: 2 Cum (for sewage disposal) + 30 Cum (for area drainage )
112M&L for Preparation of newly plastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.
113AREA DRAINAGE :-
114Removing excavated material exceeding 250m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
115M&L for brickwork using old size bricks Sub class "B" , straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed.
116M&L for 15mm thick rendering on fair faces of block masonry or concrete surfaces of wall in CM (1:6), finished even and smooth without using extra cement complete all as specified and directed.
117M&L 40 mm thick PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) in floorings including finishing the surface even and smooth using extra cement complete all as specified and directed..
118RCC WALL (Ref. Drg : CEAF/STD/ST/102/2017 dt 16 Nov 2017 revised on 08 Feb 2018 )
119Demolition of RCC Wall/brick/PCC block/Stone work built in cement mortar including all quoins, arches, coping, pillars etc. and removing the debris outside defence land from the site complete all as specified and directed.
120Excavation over area n. exc. 1.5m deep & getting out in hard / dense soilcomplete all as specified and directed.
121Excavation over area n. exc. 1.5m deep & getting out in hard rock complete all as specified and directed.
122M&LReinforced cement concrete M-25 (Design mix) using 20 mm graded stone aggregate as in foundation, including raft, footings, foundation beams, plinth beams, bases of columns etc., basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
123M&L RCC M-25 (design mix ) using 20 mm graded stone aggregate as in walls, retaining walls, ballast wall and the like , any thickness etc. complete all as specified and directed.
124M&L for 75 mm thick cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in plinth protection, finished surface even and smooth without using extra cement including filling of expansion joint complete all as specified and directed.
125M & L for Mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required including cranking bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia,complete all as specified and directed.Note: Breakdown of Qty: 20221 Kg(for RCC wall ) + 200 kg(for sewage disposal )
126All as per ser. item No. 8.07 here-in-before but6 to 8 mm dia complete all as specified and directed
127M & L for Formwork to sides of concrete foundation, bases of column; vertical or to batter (rough finished flat surfaces of concrete),complete all as specified and directed.
128M & L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to battercomplete all as specified and directed.
129M&L for mild steel work as in 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-165complete all as specified and directed.
130S&F MS bolts, screw (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut, 5 cm long , dia of neck 5 to 10 mm complete all as specified and directed.
131S & F galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)complete all as specified and directed.
132S&Fgalvanisedconcertina coil dia wire not less than 2.50 mm, coil dia not less than 610mm, zinc coating min 275 gm/RM, weight of coil not less than 1.40 kg/Rm including securing and tying with galvanised mild steel wire staples or steel pins etc. complete all as specified and directed.
133M & L 25 mm thick pre-formed filler for expansion joints complete all as specified and directed
134M & L for Preparation of new or previously untreated steel and iron surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primercomplete all as specified and directed.
135M & L preparation of new steel surfaces plain or moulded, n exc. 10cm width or girth when unconnected with other painting or when painted in a different tintand applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
136M&L for rendering CM (1:4) 10 mm thickon fair face of brick work or concrete surfaces ,finished even and smooth without using extra cement complete all as specified and directed.
137M & L for Preparation of new or previously untreated surface of wallsand applying two coats of Cement based paint over one coat of alkali resistance primer complete all as specified and directed.
138S & F RCC hume pipe class NP2, 300mm dia, laid and jointed complete with collars complete all as specified and directed.
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