PROVISION OF RETAINING WALL NEAR OFFICE COMPLEX AT 24 JAT PROVN OF INTERLOCKING TILES ROAD IN 24 JAT PROVN OF CONNECTING PATHWAY AND PROVN OF DRAINAGE SYSTEM NEAR B/CH/02 AT 19 SIKHLI AT BAISHAKI UNDER GE 859 EWS

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil.

Returning filling in including spreading ,levelling ,watering and well ramming in layers not exc 25 cm thick as in hard/dense soil complete all specified and directed.

M&L Sand filling under floors or in foundations including watering and consolidation complete all as specifie as directed.

Removing excavated material not exc 50 mtr depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.

M&L for Hand packing (any thickness )at back filling with broken stone or boulders complete all as specified and directed.

M&L for Hard core, broken to gauge n exc 63 mm using broken stone or boulders complete all as specified and directed.

M & L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate )as in foundation bed concrete.

M&L for cement concrete in foundations, filling and mass concrete D2, 1:4:8 (40mm graded aggregate).

M&L for Providing, plain cement concrete type B-1, (1:2:4) using 20 mm graded aggregate in roof kerbs or mud stops, rounded or chamfered on edges comlete all as secified and directed by Engr-In-Charge.

M&L PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping.

M&L PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in bond stone etc

Extra for forming fair finishing drain or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds stopped ends etc.complete all as specified and directed.

M&L for walling of random rubble uncoursed, well bonded,bedded and solidly hearted built in CM 1:6.

Extra over stone walling for hammer dressing with maximum depression from straight edge held against the dressed surface to face beds and joints as specified of random rubble walling uncoursed or brought upto courses complete all specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batte

M&L for 100mm thick PCC type C-2, 1:3:6 (40mm graded aggregate) as in sub-base, floors and pavings etc complete all as secified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment comlete all as secified and directed by Engr-In-Charge.

M&L rendering 10 mm thick in CM 1:4 on concrete outer surfaces finished even and smooth without using extra cement .

M&L for keyed pointing to random rubble masonry or brought upto course in cement mortar 1:3 complete all specified and directed.

S&F in 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls.

Rough excavation exc.1.5m deep and gatting out in hard/dense soil.

Excavation in trenches not exc 1.5 m wide and not exc 1.5 deep and getting out in hard / dense soil

M & L for PCC (1:2:4) type B-1(20 mm graded stone aggregate) mass concrete as in drain wall etc complete.

Use and waste flat form work to vertical faces of drain/retaining wall and similar work .

M/S PIONEER TRADERS (BID ID -3332683)

M/S P K ENTERPRISES (BID ID -3332721)

M/s Roltso Enterprises (BID ID -3332731)

M/S N T ENTERPRISES (BID ID -3332713)

M/S TP ENTERPRISES (BID ID -3335416)

M/S SONAM PEMA ENTERPRISES (BID ID -3334375)

M/S ST ENTERPRISES (BID ID -3334346)