SPL REPAIR TO INTERNAL ROADS FROM JCOS MESS TO MT PARK OF 410 FD HOSP (APPROX 150M) AND RESURFACING OF ROAD FROM CHENAB ARMY PRE PRIMARY SCHOOL NO 1 TO BHADRA KALAN POST AT 52 MED REGT (APPROX 400M) UNDER GE(N) AKHNOOR

Amount

Excavation over areas, n.exc 1.5mtr deep in hard/dense soil, complete all as specified and directed.

Removing excavated material (soils) to a distance 50mtr and upto a total distance 250mtr and depositing where directed at a level not exceeding 1.5mtr above the starting point, complete all as specified and directed.

M & L for Forming Embankment/Berm incl raising (or lowering ) earth spreading in layer n. exc. 30 cm thick watering ramming /rolling and finishing to required size shape etc. n. exc. 1.5 m high from base, complete all as specified and directed.

Scarifying or of picking gravelled macadam or bituminous macadum surface in area n.exc 400 sqm exc, 50 mm and n.exc 100 mm deep, complete all as specified and directed.

M&L for 75mm thick (compacted thickness) WBM with coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size) aggregte lime stone, sand stone, flint or quartzite, spread, watered and rolled and consolidated to required gradient and camber, complete all as specified and directed.

All as per item No.5 above but except aggregate obtained from item No.4 shall be used, complete all as specified and directed.

M & L for repairs to pot holes any depth n, exc 1 Sqm each incl sweeping free from dust and mud or water scoring sunken surface in roads, paths, etc cutting around edges to at least 25mm in depth making good fiting in screened and graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed.

M&L for preparing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud etc. sweeping with a brooms and finally fanning the cleaned surface with gunny bags to removal all loose dirt etc, complete all as specified and directed.

Applying evenly a primer/tack coat with bituminous primer @ 10Kg/10 Sqm, complete all as specified and directed.

M&L for preparing black top surface by brushing with wire brushes for removing cake mud etc sweeping with broom and finally the cleaned suface with gunny bag to remove all loose dirt etc, complete all as specified and directed.

Applying evenly a primer/tack coat with bituminous primer @ 5Kg/10 Sqm, complete all as specified and directed.

M&L Bituminous premix semi dense asphaltic concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix rolled and compacted to reqd gradient and camber and rolled to uniform smooth surfaces surface using roller exc 8 ton & n exc 12 ton, complete all as specified and directed.

Continious brick edging with width equal to width of brick, with well burnt, sub class 'B' brick laid dry on end vertically, including necessary excavation and earth work in any type of soil and removing surplus soil to a distance not exceeding 50m, complete all as specified and directed.

Hot thermo plastic imported road marking material strips conforming to Britsh specification 3762 with 20% glass beads having reflective index of 1.5mm 75% spterical with indigenous or for foundation plan having sufficient strength to withstand heavy load without deformation and having softening point 25 to 30 of area in width of 10 cm strip in white colour according to IRC35-1970, complete all as specified and directed by Engineer-in-Charge. Note:- Thermo plastic road marking paint shall be of Make: ASIAN/STP Ltd.

Premixed bituminous macadam with 4% binder content using paving bitumen VG-30 by weight of total mix, laid/rolled and compacted to required gradient and camber, consolidated thickness not more than 75mm over and including priming/tack coat with bituminous primer of paving bitumen at 10Kg per 10Sqm, complete all as specified and as directed.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and as directed.

PCC (1:5:10) Type E-2, using 40 mm graded crushed stone aggregate), as in sub base, complete all as specified and as directed.

25mm thick sand filling in under floors or in foundations or in floors including watering and consolidation, layers, complete all as specified and as directed.

Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade, of size and shape as approved by Engr-in-Charge, laid over 50mm thick layer of sand, jointed and pointed flush with grey cement mixed with pigments to match colour of blocks, complete all as specified and as directed.

PCC (1:3:6) Type C1, using 20 mm graded crushed stone aggregate as in coping, kerbs, benching, water troughs & the like including watering, slightly rounded or chamferred angle with & including necessary use and waste of form work for fair faces of concrete, complete all as specified and as directed.

M/S KAPIL KUMAR KHATTAR

M/s Sekinder Paul Sharma