CWEK-79/2020-21

Amount

Excavation in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for foundation, shafts, man holes etc not exceeding 10 Square metre on plan and getting out in hard/dense soil complete all as specified and as directed.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in hard/dense soil, complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soil of any description, complete all as specified and as directed.

Removing excavated soil to a distance not exceeding 50 metre and deposited where directed at a level not exceeding 1.50m above the starting point, complete all as specified.

Material and labour for broken stone hard core of gauge n.exc 63mm, deposited, spread and leveled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

Material and labour for walling of random rubble masonary, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed.

Material and labour for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses (Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm) in stone of any description, complete all as specified and as directed.

Material and labour for providing cement concrete 1:2:4 Type B1 using 20mm graded aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.

Rolling and consolidation formation surfaces in cutting to required gradient and camber with 8 to 12 ton power road roller, complete all as specified and directed .

Material and labour for repair to potholes 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 around 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), complete all as specified and as directed .

Material and Labour for 15mm thick rendering on brick work, concrete surfaces of any description in cement mortar 1:4 , finished the surface even and fair without using extra cement complete all as specified.

Material and Labour for 15mm thick rendering on stone masonary surface in cement mortar 1:4 , finished the surface even and fair without using extra cement complete all as specified.

Material and labour for soling (or sub base) spread thickness with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, spread thickness in 150mm, complete all as specified and as directed.

Material and labour for 150mm thick (compacted thickness) water bound macadam in two layers of 75mm each thickness with course aggregate as limestone/ sandstone/ flint/ quartzite of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), blinded with stone screening type 'A', spread, watered, rolled and consolidated to gradient and camber required by using power roller 10 to 12 Tonne capacity, complete all as specified and directed .

Preparing unsurfaced Water bound Macadam / WMM by brushing with wire brushes for removing caked mud etc, sweeping with air compressor to remove all loose dirt etc and applying evenly priming /tack coat with paving bitumen (Grade VG-10) at the rate of 10 Kgs /10 Sqm on prepared surfaces, complete all as specified and as directed.

Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber using binder content of 4% by weight of total mix using paving bitumen of grade VG-30, complete all as specified and as directed.

Material and labour for preparation of black top surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a bituminous tack coat of GRADE VG-10 @ of 5 Kg per 10 sqm of road surface ,complete all as specified and as directed .

Material and labour for laying bituminous premix semi dense asphaltic concrete 40mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 10-12 tonne capacity vibratory road roller rolled to uniform smooth surface ,complete all as specified and as directed. Note- (i) Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE.

Material and labour for 150 mm thick PCC 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in sub base to floor, complete all as specified.

Material and labour for 75mm thick, plain cement concrete 1:3:6 type C-2 (using 40 mm graded mechanically crushed stone aggregate), as in sub base to floor, complete all as specified.

Supply and fixing chequered cement concrete tiles with grey cement and pigment , rubber moulded with laquer polish for extra shine, size 300 mm x 300 mm x 22-25 mm thick, ISI marked, coloured, set jointed and pointed in neat cement slurry over and including 20 mm thick (average thickness) cement screed (1:4) base, complete all as specified and as directed.

Material and labour for providing design Mix cement concrete in pavement / hardstanding of flexural strength of 40 Kg/ sqcm in field, using 400 Kg/cum of cement for thickness of concrete 25cm or less complete all as specified and as directed.

Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous fillers and top 30mm primed and sealed with sealing compound grade 'A' in concrete slab 150mm thick and over, complete all as specified and directed .

Material and labour for forming contraction (Dummy) joints 65mm deep and 10mm wide, filled with sealing compound grade 'A,' complete all as specified and directed .

Material and Labour for form work to edges of concrete flats, treads, concrete railings, floor , roof and similar work 150mm thick and over for fair finished surfaces of concrete complete all as specified and directed..

Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation filling and mass concrete, complete all as specified and directed.

Material and labour for plain cement concrete 1:3:6 type C-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation, filling and mass concrete, complete all as specified and as directed.

Form work to soffits of suspended slabs such as roof slab, floor slab and similar work not exceeding 200mm thick for fair finished surfaces of concrete flat complete all as specified and directed..

Material and labour for providing reinforced cement concrete (design mix) M-25 (using 20mm graded mechanically crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roof, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed.

Material and labour TMT steel bars, 10 mm dia and over, cut to length, bent to shape required including cranking, binding spirally for hooping or column, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and as directed .

Supply and fixing framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; angle iron chowkats for door ,barred iron doors; ladders framed balusters; walk ways; railings; and similar work conforming to Fe-290-Gde E-165 complete all as specified and as directed.

Supply and fixing dual (62 beads minimum) cat eye aluminium casted body of size 100mm x 100mm x18.5mm having ABS plastic strip containing 62 mini retro reflective glass beads of colour white/red/yellow on both sides (minimum 31 beads on each sides) fixed complete with steel zinc plated nails/stud of dia 12mm and of of length 120mm, complete all as specified and as directed . Note:- (i) Fixing arrangement shall be as per manufacturer instructions. (ii) Designed to bear 25 Tonnes load and having impact strength of 253 KN.

Supply and fixing metal tublar delineator 1050mm long and 70mm dia made out of mild steel pipe black powder coated, reflection media at top disc of micro prismatic reflection of yellow colour protected by powder coated MS mesh and intensity grade reflection media on post retro reflective sheet of red yellow colour complete all as specified and directed. Note:- Delineator shall have high intensity retro- reflective band of 1" width for extra visiblity. Delineator shall be fixed in position in PCC block 1:2:4, type B-1, using 20 mm graded crushed stone aggregates, block size of 300x300x300 mm, embedded 150mm in ground.

Material and labour for preparation of new road surface and applying 2.5mm thick retro-reflective thermo plastic road marking paint with glass beads exe 10 cm width or girth hot applied on road surface mechanically conforming to BS-6068 and according to the specification laid down by IRC and MOST (Ministry of surface transport) specification 803 Vol -III.

Material and labour for stone kerb of roughly squared stones of size 20cm x 30cm of type lime stone, dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and as directed.

Material and labour for finishing surface of concrete roads, pavements, by belting, complete all as specified and as directed.

M/S MATOO INFRASTRUCTURES PVT. LTD.

M/S MAHIR MUNEER

M/S GHULAM HASSAN MALIK

M/S KASHCON CONSTRUCTION CO

M/S GHULAM QADIR WANI AND SONS

M/s Mushtaq Ahmad Bhat

SOFI CONSTRUCTIONS

M/S SUSHEEL STEEL INDUSTRIES BARAMULLA