MODIFICATION OF ORP BLAST PEN AT AF STN SIRSA

Amount

GENERAL SUMMARY NOTE: Schedule ‘A’ Part I to III are prepriced by the MES. Under Ser No. 2.00 to 4.00. Bidders shall insert their lumpsum amount in the Green coloured field under Col-13 only.

Lumpsum price worked out by the contractor for “BUILDING WORKS” as listed in Schedule ‘A’ Part - I.

Lumpsum price worked out by the contractor for “EARTH WORK AND SITE CLEARANCE” as listed in Schedule ‘A’ Part II.

Lumpsum price worked out by the contractor for “Runway/PTT/ RIGID PORTION / LINKS” as listed in Schedule ‘A’ Part III.

Lumpsum price worked out by the contractor for “AREA DRAINAGE” as listed in Schedule ‘A’ Part - IV.

Lumpsum price worked out by the contractor for “INTERNAL ELECRIC SUPPLY WORKS” as listed in Schedule ‘A’ Part V.

Lumpsum price worked out by the contractor for “Lightening Protection WorkS” as listed in Schedule ‘A’ Part - VI.

SCHEDULE `A' PART - VII ( MISCELLEOUS ITEMS) :

M&L for 200mm thick Granular Sub base (GSB), Grade - II with broken boulders or quarried stone or shingle or gravel as per MORTH specification interstices filled surface formed in two layers 100mm thick each & rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, compacted thickness 200mm complete all as specified and directed.

M&L for 200mm thick (consolidated thickness) Wet Mixed Macadam (WMM) using stone crushed aggregate of grading requirement as per table 400-13 of Orange book of MORTH in two layers 100mm thick each with mechanical means and rolling with 8 to 12 tonne power roller over compacted subbase complete all as specified and directed. Note : Mix will be prepared in WMM mixing plant of suitable capacity as specified).

M&L for 150mm thick Dry Lean concrete (DLC) in M15 (Design Mix) with minimum cement (OPC-43 Gde) content of 250Kg/cum with minimum 7 days compressive strenGth as 10 N/Sqmm including spreading with mechanical senser paver, compacting and consolidating with power roller to required gradient and camber complete all as specified and directed including necessary formwork. Note: In the event of increase in cement content as per design mix, nothing extra shall be admissible and quoted rates are deemed to be included for the same.

M&L for a 400 Micron thick HDPE sheet with maximum standard width available and as approved by GE without joints, manufactured by multilayer technology using 100% virgin raw material, confirming to IS : 10889 : 2004, laid over sand layer including all necessary cutting, overlaps not less than 300 mm and wastage complete complete all as specified and as directed. Note : (a) Sand layer shall be measured and paid separately. (b) Company logo, IS Code and batch number shall be marked on HDPE sheet at every 2 metres.

M&L for 400mm thick Pavement Quality Concrete (PQC) as per Design Mix (as per IRC 44 specifications) using graded crushed stone aggregate having minimum field flexural strength of 45Kg/Sqcm in pavement using non circular /triangular synthetic fibre @ 0.25% by weight of cement per Cum ( min cement content shall be 400 Kg/Cum using OPC 43 Gde) and super plastisizer, if required, laid to level, gradient and camber, spread, paved, compacted and finished using slip form paver including belting and brooming complete all as specified and directed. However in small length, narrow width and small turning fillets, fixed form paver may be used with steel formwork of approved size with prior approval of GE complete all as specified and as directed. Note : (a) Non circular/triangular synthetic fibre shall be measured and paid separately as supply only under respective item. (b) In the event of increase in cement content as per design mix formula, nothing extra shall be admissible and quoted rates are deemed to included for the same. (c) All expansion joints to be deducted and and all dummy / construction joints to be considered for measurement purpose. (d) Numbering / date of casting of PQC slabs shall be done by engraving using brass letters of approved size and thickness.

Supply only polyester non circular/triangular synthetic fibres 12mm long with circumpherincial diameter 30-35 micron, designed for melting point of 240 degree Centigade - 260 degree Centigade and having specific gravity of 1.34 to 1.40 complete all as specified and as directed.

Material & labour for forming 20mm wide expansion joint for 400mm thick concrete slab by cutting the full depth using diamond cutter filled with compressible fibre board HD-100 (Sil Flex Dura board HD 100 of Supreme make or equivalent of Elcon) and rounding off the edges and sealed with polyurethane joint sealant compound using masking tape on edges by mechanical means to a depth of 15mm (depth minimum above the back up rod) with minimum performance guarantee of 10 years and minimum movement Accomodation Factor (MAF) + 30% confirming to the requirement of BS:5212, BS4252 and EN-141875-2003 for Hydrolysis/water resistance test including two coats of primer and providing 25 mm dia approved quality closed cell polythene back up rod seperated by bond breaker tape over polymer board in position as required all as per Manufacturer's instructions complete all as specified. Note : (a) Initial cutting of joints shall be carried with 4mm blade and as per MORTH specification. (b) Edges of joints shall be rounded up by mechanical means at the time of final cutting. (c) Final cutting, rounding of edges, inserting filler board, use and waste of back up rod over and to prevent the filler board & to avoid deposition of foreign materials in the joint upto final filling of joints shall be carried out after 28 days. (d) Applying masking tape on the edges of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required.

Material & labour for forming 8mm wide x 25 mm deep construction joint (depth minimum above the back up rod 12mm dia) with minimum performance guarantee of 10 years and minimum movement Accomodation Factor (MAF) + 30% confirming to the requirement of BS:5212, BS4252 and EN-141875-2003 for Hydrolysis/water resistance test including two coats of primer and providing 10 mm dia approved quality closed cell polythene back up rod applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required complete as shown on drawings all as specified. Note : (a) Initial cutting of joints shall be carried with 4mm blade and as per MORTH specification. (b) Edges of joints shall be rounded up by mechanical means at the time of final cutting. (c) Final cutting, rounding of edges, inserting filler board, use and waste of back up rod over and to prevent the filler board & to avoid deposition of foreign materials in the joint upto final filling of joints shall be carried out after 28 days. (d) Applying masking tape on the edges of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required.

Material & labour for forming 6mm wide x 130 mm deep contraction (Dummy) joint (using diamond cutter) (depth minimum above the back up rod 12mm dia) with minimum performance guarantee of 10 years and minimum movement Accomodation Factor (MAF) + 30% confirming to the requirement of BS:5212, BS4252 and EN-141875-2003 for Hydrolysis/water resistance test including two coats of primer and providing 10 mm dia approved quality closed cell polythene back up rod applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required complete as shown on drawings all as specified. Note : (a) Initial cutting of joints shall be carried with 4mm blade and as per MORTH specification. (b) Edges of joints shall be rounded up by mechanical means at the time of final cutting. (c) Final cutting, rounding of edges, inserting filler board, use and waste of back up rod over and to prevent the filler board & to avoid deposition of foreign materials in the joint upto final filling of joints shall be carried out after 28 days. (d) Applying masking tape on the edges of joint to prevent accidental slippage of sealant on top surfaces and to give a neat finish to the sealant and removing the masking tape after sealant is applied as required.

Supply and Installation of Maintenance Free UL Copper Bonded Earth Rod of 10 Feet length 17.2mm dia made of High Tensile Low Carbon Steel, molecularly bonded with 99.9% Electrolyte Grage Copper on outer surface (minimum copper bonding thickness-250 microns) Jointed with GI strips throgh stainless steel clamps joint/exothermic joined with Bus Bar of 50x6x200 mm Jam fill with ERP earth pit cover top size 200x200mm, bottom size 300x300 mm with height of 150 mm lockable lid. complete all as specified and as directed. Note : Bore of dia of earthing should be minimum 50 mm.

S & F Wether proof, flame proof TPN DB-2 way (approved by CIMFR DHANBAD & CCOE NAGPUR) and Electrically Connecting up, complete all as specified and as directed.

S & F Flame Proof Wether Proof High-Bay LED 100W Fitting, Product in Aluminium Diecast Alloy LM6 Construction and Certified by CMRI DHANBAD with ISI marked, complete all as specified and as directed.

S & F Maintenance Free UL Copper Bonded Earth Rod of 10 Feet length 17.2mm dia made of High Tensile Low Carbon Steel, molecularly bonded with 99.9% Electrolyte Grade Copper on outer surface (minimum copper bonding thickness-250 microns) Jointed with GI strip through stainless steel clamps joint/exothermic jointed with Bus Bar of 50x6x200mm with minimum 50 Kg Eco friendly Earth enhancing compound with Each earth Rod GI protection Pipe light grade of size 40 mm dia, with FRP earth pit cover top size 200x200 mm bottom size 300x300 mm with height of 200 mm lockable Lid, complete all as specified and directed. Note : Bore of earthing 50 mm.

Saraogi Infrastructure

M/s Vijay Kumar Garg

GARGA ASSOCIATES