GE/PNH-37/2021-22

Amount

Schedule 'A' Part-I (Building Work) JOB NO. SHQ/POONCH/MINOR/03/2021-22 (FOL store at 93 Inf Bde Sig Coy at Poonch) & SHQ/POONCH/MINOR/04/2021-22 (FOL store at Amn Point - 255 at Poonch)

Total amount of Sch 'A' Part-I (Building work) brought forward from srl page No-20

Schedule 'A' Part-II (Internal and External Electrification works) JOB NO. SHQ/POONCH/MINOR/03/2021-22 (FOL store at 93 Inf Bde Sig Coy at Poonch) & SHQ/POONCH/MINOR/04/2021-22 (FOL store at Amn Point - 255 at Poonch)

Total amount of Sch 'A' Part-II (Internal and External Electrification works) brought forward from srl page No-23

Schedule 'A' Part-III (Path works) JOB NO. SHQ/POONCH/MINOR/03/2021-22 (FOL store at 93 Inf Bde Sig Coy at Poonch) & SHQ/POONCH/MINOR/04/2021-22 (FOL store at Amn Point - 255 at Poonch)

Total amount of Sch 'A' Part-III (Path works) brought forward from srl page No-24

Schedule 'A' Part-IV (Protective works) JOB NO. SHQ/POONCH/MINOR/03/2021-22 (FOL store at 93 Inf Bde Sig Coy at Poonch)

Total amount of Sch 'A' Part-IV (Protective works) brought forward from srl page No-26

Schedule 'A'Part-V(Area Drainage Works) JOB NO. SHQ/POONCH/MINOR/03/2021-22 (FOL store at 93 Inf Bde Sig Coy at Poonch) & SHQ/POONCH/MINOR/04/2021-22 (FOL store at Amn Point - 255 at Poonch)

Total amount of Sch 'A' Part-V (Area Drainage Works) brought forward from srl page No-27

Schedule 'A'Part-VI (Misc Items of Works) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col. 5 siginifies this fact only. JOB NO. BGIB/LBW-02/2021-22 (Provn of MT with hardstanding at BG)

Excavation in post holes each not exceeding 0.5 cum getting out, returning, filling in, including spreading, leveling, watering and well ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, and removing surplus soil to a distance not exceeding 50m and making good surface in any type of soil, complete all as specified and directed.

M&L for Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete, complete all as specified and directed.

S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed.

S&F Mild steel work as in hand rails, half round or other stock section or core for wooden hand -rail, straight portion drilled and countrsunk for ballusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screqing etc. wind ties for roof including securing bolts, posts and struts in fencing including cuttings, tops to shapes, as directed, drilling, holes, notching for wire etc. flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. fixed in repairs, and similar work conforming to Fe-250 Gde E-165 complete all as specified and directed.

M&L for rolled mild steel plates (plain or chequred), squre cut or notched (ordinary or counter sunk) forming holes etc of Gde Fe-410S complete all as specified and directed

S&F Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, valley gutter, ridge & similar works fixed with self tapping screws complete all as specified and directed.

M&L for Applying two coats of synthetic enamel paint of Ist quality over a coat of red oxide primer to new or previously untreated steel surfaces over 10cm width or girth including preparation of surfaces, complete all as specified and directed.

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

Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, complete all as specified and directed.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base to flooring/path etc, complete all as specified and directed.

Sand filling under floors or in foundation including required watering and consolidation complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness M-40 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified and directed.

M&L for PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate), as in kerb or mud stops,rounded or chamfered angles and edges, complete all as specified and directed.

M/S BONA CONSTRUCTION