CERTAIN SPECIAL REPAIR AND REVENUE WORKS AT SUNJUWAN UNDER GE JAMMU

Amount

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

Material and labour for brick work with sub class 'B' bricks in cement mortar (1:6) straight or curved on plan exceeding 6m mean radius etc complete all as specified and as directed by Engineer-in-Charge.

Description all as per Ser Item No 2.00 here-in-before but except bricks complete all as specified and as directed.

Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water, any description etc and removing off the rubbish outside of MOD land complete all as specified and as directed.

Material and labour for 15mm thick cement plaster in cement mortar (1:4) finished even and smooth without using extra cement on wall complete all as specified and as directed.

Material and labour for PCC (1:3:6) type B-2 (using 40mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and as directed.

Material and labour for extra for fair finished drain or channel inner girth in cement concrete using extra cement including moulds, mitred / stop ends etc complete all as specified and as directed.

Material and labour for PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregates) as in parapets, coping, apex plates, bed plates and the like including weathering, slightly rounded or chamfered angles and throating etc. complete all as specified and as directed.

Demolition and breaking up 300mm dia drain pipes (Salt glazed ware, AC or reinforced concrete) set in up drain pipes cement mortar complete all as specified and as directed.

Material and labour for concrete bed to 300mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete (1:4:8) type D-2 complete all as specified and as directed.

Material and labour for reinforced concrete pipes, class NP-2, bore of pipe 300 mm with collar per length of pipe complete all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cement concrete complete all as specified and as directed.

Material and labour for providing precast cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in cover slab of manholes, septic tank, soak well etc. set in cement mortar (1:4) with plain fair faces including chamfered weathering, throating etc. including necessary use and waste of form work complete all as specified and as directed.

Supply and fixing mild steel TMT bars 6 to 8 mm dia as in reinforcement, 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 complete all as specified and as directed.

Dismantling of stone slabs and tiles of any description or thickness in floors, apron etc. laid in dry and pointed complete all as specified and as directed.

Material and labour for 75 mm thick cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) complete all as specified and as directed.

Material and labour for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block M-35 grade with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc of required strength, thickness and size / shape made by table vibratory method using PU mould laid required colour and pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibratory, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.

Excavating over areas not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and as directed.

Removing of excavated material to a distance not exceeding 50 metre and at a level not exceeding 1.5m above the starting point and depositing complete all as specified and as directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar of 200 mm dia complete all as specified and as directed.

Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft / disintegrated complete all as specified and as directed.

Returning and filling well compacted and ramming to a true surfaces complete all as specified and as directed.

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

Demolition of reinforcement concrete in ground floors and pavings of any thickness and any position complete all as specified and as directed.

Material and labour for 5 mm dia and over upto 10 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

Material and labour for brick work with sub class 'B' bricks in cement mortar (1:4) straight or curved on plan exceeding 6m mean radius etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for RCC septic tank designed to carry sewage and sludge water, excavation in any type of soil, PCC (1:4:8) below foundaion, RCC M-30 design mix in walls, base slab, baffle walls and roof slab including beams etc with vent shaft, manholes openings with cover connection etc, complete with effective depth of 1.50 meter and overall depth of 3 meter for 100 users (Refer drawing No CEPZ/STD-199/2020 sheet 1 and 2 dated 16 Nov 2020) complete all as specified and as directed.

Material and labour for soakage well 2.40 metre dia and 3.00 metre deep below inlet pipe level (depth from inlet pipe to ground level 45 cm) including excavation and earth work in any type of soil filled with brick bats, RCC slab with RCC manhole cover fixed in angle iron frame, SWG single junction inlet, filling around slab in slopes and disposal of surplus soil to a distance exceeding not exceeding 50m complete all as specified and shown in drawings No CEPZ/TD/1202/03 dated 09 Oct 2003 revised on 21 Oct 2003 sheet No 1/2 and CE/TD/12002/03 dated 09 Oct 2003 sheet 2/2 complete all as specified and as directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar of 150 mm dia complete all as specified and as directed.

Material and labour for concrete bed to 200 mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete in (1:4:8) type D-2 complete all as specified and as directed.

Material and labour for concrete bed to 150 mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete in (1:4:8) type D-2 complete all as specified and as directed.

Material and labour for 200 mm dia reinforced concrete pipes, class NP-2 with one collar per length of pipe complete all as specified and as directed.

Material and labour for 150 mm dia reinforced concrete pipes, class NP-2 with one collar per length of pipe complete all as specified and as directed.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed.

Material and labour for hard core of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick watered and well rammed to a true surface complete all as specified and as directed.

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

M/s ATHARAV ELETCTRICALS (BID ID -3114353)

M/S VED PAUL MAHAJAN (BID ID -3097685)

M/S TRIKUTA BUILDERS (BID ID -3100609)

M/S PRITHIVI RAJ AND SONS (BID ID -3098936)

M/S Sukhmani Construction Co. (BID ID -3100042)

M/S GHULAM MOHIUDDIN RATHER (BID ID -3113080)