PROVN OF PCC ROAD IN THE AOR AGE B/R-II UNDER GE 969 EWS JOB NO- ADM/16/AMWP/01/ENGR REGT/FY 2025-26)

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/ dense soil complete all as specified and directed

Add to (or deduct from) item No 1.00 here-in-before for every 3 cm or part there of above or below 15 cm average depth upto 12 cm of excavation and getting out in hard/dense soil all as specified.

M&L for rolling and consolidation to formation in cutting with roller using 8 to 12 Tonne power roller including filling in soft spots, depressions etc which occur during rolling (for portion coming in cutting/original ground level only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed

M&L for 200mm thick (compacted thickness) soling (or sub base) with broken stone (granite, trap or basalt) of size range 100 mm to 50 mm deposited spread, levelled in one layer, interstics filled surface formed, rolled and consolidated to required gradient and camber including rolling with power roller exc 8 tonne but n.exc 12 tonne power rolled, complete all as specified and directed.

M&L for 15mm thick (compacted thickness) WBM in two layers of 7.50cm each, with coarse aggregates of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber as required with (granite, trap or Basalt) including rolling with power roller exc 8 tonne but n.exc 12 tonne power rolled complete all as specified and directed.

M&L for 100mm thick PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed

M&L cement concrete work in pavement/hardstanding of flexural strength 40kg/Sqm in field using 400 Kg of cement per cubic meter thicknes of concrete complete all as specified and directed.

M&L for painting lines, dashes, arrows letters etc on roads pavements and the like n.exc 10cm wide with road marking paint white or golden yellow on road upto entire satisfaction of Engr-in-Charge complete all as specified and directed.

M&L for forming contraction (dummy) joint 65mm deep x 10mm wide filled with sealing compound of grade 'A' complete all as specified and directed

M&L for forming construction joint 40 mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified.

M&L for 10 mm thick sand cushioning with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over PCC layer as specified and directed. (No additionaI amount to be paid for overlap) complete all as specified and directed.

Supply only polyester triangular fibres as secondary reinforcement in all types of concrete and mortars complete all as specified and directed.

M&L for forming 12mm thick 15cm deep expansion joints filled with Pre formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade'A' complete all as specified and directed.

Removing excavated materials exc 250 mtr but n.exc 500 mtr and depositing where directed in soil complete all as specified and directed.

M&L moorum filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering as in road berms complete all as specified and directed.

MANZOOR AHMAD SHEIKH (BID ID -3474190)

M/S GASSI BROTHERS (BID ID -3475964)

M/S SMA and SONS CONSTRUCTIONS (BID ID -3475979)

M/S STARE BUILDERS (BID ID -3475795)

M/s Muzaffar Ahmad Mir (BID ID -3474692)

M/S MARSHAL TRADERS (BID ID -3476484)

M/S HI-TECH ENGINEERS (BID ID -3474258)

ALCO Engineers Private Limited (BID ID -3476614)