SPL REPAIR TO ROADS IN THE AOR OF AGE BR- II, UNDER GE 969 EWS, JOB NO- W-SPL REPAIR ROAD-319 FD HOSP 03 2025-26, W SPL REPAIR ROAD-19 INF DOU 02-2025-26, W-SPL REPAIR ROAD-6 DOGRA-01-2025-26

Amount

M&L for repairs to pot holes not exceeding one Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc cutting around edges to at least 25 mm in depth, with and including making good by applying paving bitumen tack coat at 5 Kg per 10 Sqm putting in premised bituminous macadam (Binder content of paving bitumen 4% by weight of total mix) well rammed and sealed with and including paving bitumen binder 9.80 Kg per 10 Sqm blinded with 0.09 cum of stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chipping) depth of pot holes exceeding 30 mm complete all as specified and directed.

M&L for repairs to surfaces of macadam roads by scarifying or picking gravelled macadam or bituminous macadam surfaces in area exceeding 400 Sqm and exceeding 50 mm and not exceeding 100 mm deep, complete all as specified and directed.

Rolling and consolidation formation in cutting with roller using 8 to 12 Ton power roller complete to required level, gradient, slope, camber, super elevation including filling depression and including approved earth which may occur during rolling process complete all as specified and directed.

M&L for laying and compacting 150mm thick (compacted thickness) WMM laid in two layers of 75mm each 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 80-100 KN static weight and consolidating to required gradient and camber, complete all as specified and as directed. Note: The finished surface tolerance to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013.

M&L preparing unsurfaced water bound macadam/ water mix macadam by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm etc complete all as specified and directed.

M&L for premixed bituminous macadam using mechanically crushed stone aggregates mixed with paving bitumen ( VG-30) @ 4% by weight of total mix in average thickness 75mm, using aggregate as specified in clause 20.B.2.5 of MES Sch Part-I, rolled and compacted with 8 to 10 tonne power roller to required gradient and camber complete all as specified and as directed.

M&L for bituminous premix semi dense asphaltic concrete 40mm (consolidated thickness) using paving bitumen of grade VG-30 with 5.5 % binder content by weight of total mix, mixed in computerised Hot Mix Plant and spread by means of self propelled mechanical paver, roller and compacted to required camber and gradient by using mechanical power roller of 8 to 10 ton capacity including applying evenly a priming/tack coat with bituminous primer using paving bitumen of grade VG-10 5Kg/10 Sqm complete all as specified and directed by Engineer-in-Charge.

M&L for preparing existing black top surfaces by brushing with wire brush to remove caked mud etc. sweeping with broom and finally fanning the cleaned surface with gunny bags and applying evenly a priming / tack coat 5 Kg/10 Sqm using paving bitumen (VG-10) by mechanical sprayer and laying bituminous premix semi-dense asphaltic concrete 30 mm thick consolidated thickness with paving bitumen (VG-30), binder content @ 5.5% by weight of total mix, including supply and mixing of filler (OPC Cement) as per design mix, spread using mechanical senser paver rolled and compacted with 8 to 12 Ton power roller and compacted to required camber and gradient complete all as specified and directed.

M&L for marking lines/strips on roads/pavement with painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow complete all as specified and directed.

M&L for moorum filling in floors or pavings laid in layers n.exc 15 cm thick spread levelled and rammed including watering as in road berms complete all as specified and directed.

Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in any type of hard/dense soil all as directed by Engr-in-charge.

Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and directed.

Removing of demolished material not exceeding 50m and depositing where directed at a level not exc 1.5 m above the starting point all as directed by Engr-in-charge.

M&L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 100mm thick cement concrete 1:3:6 type C-2, (40mm graded stone aggregate) as in sub base of floors, finished even and fair over well/rammed/compacted earth complete all as specified and directed.

M&L for chequered cement concrete tiles 30 cm x 30 cm x 25 mm thick, with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors including screed bed 15mm thick in cement mortar 1:4 complete all as specified and directed.

M&L cement concrete 1:2:4 type B-1,(using 20mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed

Earth work in excavation on all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed complete all as specified and directed.

M&L for PCC 1:4:8, type D-2 as in foundation filling and mass concrete complete all as specified and directed.

M&L walling of random rubble masonry, well bonded, bedded and solidly hearted, brought upto courses, built in cement mortar 1:4 complete all as specified and directed.

M&L hard core of broken stone or boulders of gauge n.exc, 63mm, deposited, spread and levelled in layers n.exc, 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate) as in surface channels, complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20mm to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto course for granite or Trap Stone complete all as specified and directed.

M&L for providing, cement concrete 1:2:4, type B1(using 20mm graded stone aggregate) as in lintels upto 1.5m clear span cills, steps, seismic and other similar bands (PCC Bond stones) and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

Returning, filing in including spreading, levelling watering & well ramming in layers not exc 25 cm complete all as specified and directed.

Removing excavated material to a distance exc. 50m but not exc 250m & depositing where directed at a level n exc 1.50m above starting point complete all as specified and directed.

M&L RCC M-25 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and in shelves and the likes, complete all as specified and directed.

M&L use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work exceeding 200mm thick slabs, fair finished flat, complete all as specified and directed.

M&L use and waste of form work to edges of concrete flats, breaks in floors, floors and roofs and sides of bands in walls, horizontal or slopping and all similar work exceeding 20cm wide fair finished flat, complete all as specified and directed.

S&F TMT bar 10 mm and over cut to length, bend to shape required including cranking, bending spirally for hoopings for coils, hooking ends and binding with including mild steel wire (annealed) not less than 0.9 mm Dia complete all as specified and directed.

M&L for providing, cement concrete 1:2:4, type B1(using 20mm graded stone aggregate) as in lintels upto 1.5m clear span cills, steps, coping, seismic and other similar bands and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

M&L flush pointing in cement mortar 1:4 to random rubble masonry, uncoursed or brought upto courses complete all as specified and directed.

M&L rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

Demolition of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

Excavation in trenches in hard/dense soil n.exc. 1.50m wide and n.exc. 1.50m in depth for foundation etc, for pipes, walls, cesspits, manholes, pier holes, cables etc and getting out complete all as specified & directed.

M&L PCC 1:3:6, type C-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified & directed.

M&L walling of random rubble masonry ,uncoursed, well bonded, bedded and solidly hearted ,built in cement mortar 1:4 complete all as specified and directed.

-Ditto- all as per ser item No 39 above but except stones complete all as specified and directed. Note : Old serviceable stones retrieved from item No 36 shall be reused after proper cleaning and removal of mortar.

M&L for providing cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps, seismic bands, coping (PCC Bond Stones) and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

M&L cement concrete 1:3:6 type C2,(using 40mm graded stone aggregate) as in surface channel and drains complete all as specified and directed.

Removing of excavated soil not exc 50m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.

M&L for extra for forming fair finished drain channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.

M&L for 15cm thick laying in two layer (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required, complete all as specified and directed.

-Ditto- all as per ser item No 44 here-in-before but except material and in one layer of 7.5 cm thick (consolidated thickness), complete all as specified and directed. Note :- Old material retrieved from ser item No 02 here-in-before shall be reused after proper cleaning.

M&L for preparing black top surfaces and applying evenly a priming/tack coat with bituminous primer using viscosity grade paving bitumen (VG-10) at 5 kg/10 sqm complete all as specified and directed.

M&L for bituminous pre-mix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30 grade, rolled with 8 to 12 Ton capacity power roller and compacted to required camber and gradient complete all as specified and directed.

M&L for premixed sand seal coat with 0.06 Cum of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface complete as specified and directed.

S&F solar cat eye aluminium alloy shall (100% water proofing design according to 65) 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. complete all as specified and directed.

M&L for preparing black top surface by brushing with wire brush to remove caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags and applying to remove all loose dirt and applying evenly a priming/tack coat with bituminous primer VG-10 @ 5 kg per 10 sqm etc complete all as specified and directed.

Excavation in trenches in soft/loose soil n.exc. 1.50m wide and n.exc. 1.50m in depth for foundation etc, for pipes, walls, cesspits, manholes, pier holes, cables etc and getting out complete all as specified & directed.

M&L for reinforced concrete pipe class NP-2 of 300 mm inner Dia laid and jointed complete with collars as specified and directed.

S&F cat eye solar reflective tape of metal body alloy of size 100mmx100mmx2mm with PAMA strip lens reflector of model No. 972.0 fixed with and incl MS stud of suitable size as per manufacturers instructions/ complete all as specified and directed.

S&F 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.

M&L brick work with sub class 'B' bricks (old size bricks) straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.

M/S GASSI BROTHERS (BID ID -3378663)

m/s zeal construction co (BID ID -3378158)

M/S SK ATLANTIC ENTERPRISES (BID ID -3378095)

M/S MANZOOR AHMAD YATOO (BID ID -3385761)