SPECIAL REPAIR TO ROAD AT HQ 61 SUB AREA OFFICE COMPLEX AND NIRMAN VIHAR INCLUDING BLDG NO P-603 TO P-443,P-152 TO P-448 AND CONNECTED ROAD AT PRATAP ENCLAVE (OFFRS MD ACCN) UNDER ZONE-I AREA AT JAIPUR MIL STATION

Amount

Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth ;for foundation, etc or for shaft, well, cesspit, manhole, pier holes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out soft/loose soil.

Removing excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point soils.

Cement concrete in foundations, filling and mass concrete type D2, (1:4:8) using 40 mm graded aggregate.

Cement concrete in foundations type C1, (1:3:6) using 20 mm graded aggregate.

Cement concrete in copings of drain work type C1, (1:3:6) using 20 mm graded aggregate.

M&L for precast cement concrete block or slabs 150mm thick (1:2:4) type B-1 using 20mm graded stone aggregate with plain or interlocking joints as directed complete in walls setting in cement mortar (1:6) complete all as specified and directed .

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc.

M&L for Brick work with sub class 'B' old size bricks, straight or curved on plan exceeding 6 metres mean radius using old size brick built in cement mortar (1:6)

M&L stone kerb of roughly squared stones of size 15 cm x 30 cm, and not less than 45cm in length all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush, lime or sand stone except dressed stone complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block, 60mm thickness, M-35 grade of any shape and size confirming to IS-15658-2006, with grey cement and pigment laid over and including 25mm thick coarse sand laid over sub base as specified and directed.

M&L for chequered cement concrete tiles 20cmX20cmX25mm thick, set, jointed and pointed in neat cement slurry in floors. with grey cement and pigments.

M&L for rendering 15mm thick in CM (1:4) on fair faces of brickwork or concrete surfaces including finished even & smooth without using extra cement on ceiling.

Demolition of concrete in ground floors and paving n exc. 15 cm thickness (below or above ground level complete all as specified and directed.

Demolition stone slabs and tiles of any description or thickness in floors, aprons etc. with laid bedded and pointed complete all as specified and directed.

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 stonework and precast concrete articles .

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm but not exceeding 100 mm all as specified and directed

M&L for premix bituminous macadam mixed laid with mechanical paver and 8 to 12 tonne power roller and compacted to required gradient and camber (Consolidated thickness 75mm or more) with paving bitumen 4% binder (viscosity grade VG-30) contents all as specified and directed. NOTE:- (i) Work shall be executed as per designed job mix approved by GE. (ii) Any variation in binder content from those given i.e 4% an adjustment in price shall be made @ Rs 50/- per Kg if bitumen content is less than 4% “NO” plus deviation order will be given if bitumen content is more than 4%.

M&L for laying bituminous asphaltic semi dense concrete 30 mm thick (consolidated thickness) with mechanical paver, mixed at hot mix plant transported to site in tippers, chipping mixed with 5.5% of paving binder (VG-30) viscosity grade, rolled to uniform smooth surface with 8 to 12 tonne power roller and compacted to required camber and gradient complete all as specified and directed. NOTE:- (i) Work shall be executed as per designed job mix approved by GE. (ii) Any variation in binder content from those given i.e 5.5% an adjustment in price shall be made @ Rs 50/- per Kg if bitumen content is less than 5.5% “NO” plus deviation order will be given if bitumen content is more than 5.5%.

M&L for preparing the black top surfaces of road 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 etc, applying priming/tack coat with bituminous primer (VG-10) viscosity grade @ 5Kg/10 Sqm complete all as specified and directed.

Repair to pot holes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 30 mm in depth, but making good by applying tack coat at 5 Kg per 10 sqm putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm blinded with 0.09 cum of stone chippering, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). Depth of potholes exceeding 30mm complete all as specified and directed

M&L for cleaning and preparing the road surfaces for road marking with reflective thermoplastic white/yellow road marking paint conforming to BIS 3262, laid through road marking machine in a layer of CRYSTALEX, using 5 Kg material per square meter by incorporating the white glass beads for reflectivity in 100 mm width.

Schedule of Credit

AMIT RISHABH BUILDERS PVT LTD

M/S JALANDRA CONSTRUCTIONS

Ms Hari Deva Builders

Shiv Construction Company