GE/T-03/2025-26 REPAIR TO BASEMENT DRAINS, SEWAGE/ RAIN WATER DRAIN AND OTHER ALLIED B/R WKS AT AHRR COMPLEX UNDER GE E/M RR HOSPITAL DELHI CANTT-10.

Amount

Demolition of brick work or stone/boulder masonry, built CM including all quoins, pillars etc. complete all as specified and directed by Engr-in-Charge.

Demolition and breaking up drain pipe (SGSW)set in cement mortar of 150 mm bore complete all as specified and directed including PCC benching complete all as specified and directed by Engr-in-Charge.

Demolition of Reinforcement cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-Charge.

Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-Charge.

Dismantling of precast interlocking pavor blocks in any position, discription and any thickness not otherwise complete all as specified and directed by Engr-in-Charge.

M&L for Brocken brick hard core of gauge n. exc. 63mm deposited spreadand levelled in layer n. exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed by Engr-in-Charge.

M & L for cement concrete (1;3:6) type C-2 100mm thick for footpath/hardstanding complete all as specified and directed by Engr-in-Charge.

M & L for Machine pressed precast concrete interlocking paver block with gray cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade coloured paver blocks with epoxy coating ultra finished over 25mm thick sand cushioning, complete all as specified and directed by Engr-in-Charge.

M&L for 200 mm bore (internal dia) RCC pipes class NP2, laid in trenches and jointed with cement joint including collars and tested complete all as specified and directed by Engr-in-Charge.

M&L for 150 mm bore (internal dia) RCC pipes class NP2, laid in trenches and jointed with cement joint including collars and tested complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes including packing under and completely surrounding pipe with concrete of 200mm bore RCC pipe after they are laid and tested complete all as specified and directed by Engr-in-Charge.

M&L for cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes including packing under and completely surrounding pipe with concrete of 150 mm bore RCC pipe after they are laid and tested complete all as specified and directed by Engr-in-Charge.

M & L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass conc. etc complete all as specified and directed by Engr-in-Charge.

M & L for brick work with old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified and directed by Engr-in-Charge.

M & L for brick work with old size sub class 'B' bricks in one brick thick honey comb walling built in CM 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping /bed blocks incl. weathering rounded or chamfered angles and throating incl. necessary form work req. complete all as specified and directed by Engr-in-Charge.

M&L for precast cement concrete 1:2:4 Type B-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man Holes) including necessary form work set in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

M&L for TMT bars 10mm dia and over cut to length bent to shape required including cranking bending and binding with and including MS wire (anneated) not less than 0.9mm dia complete all as specified and directed by Engr-in-Charge.

M&L for TMT bars 6mm to 8mm dia and over cut to length bent to shape required including cranking bending and binding with and including MS wire (anneated) not less than 0.9mm dia complete all as specified and directed by Engr-in-Charge.

M&L for rendering 15mm thick in CM 1:4 on concrete/brick wall surfaces (internal surface of man hole) finished even and smooth with using extra cement and WPC complete all as specified and directed by Engr-in-Charge. Note:- WPC shall be paid separately.

M&L for preparing newly plastered wall surface and applying two caot of cement base paint over one coat of primer with alkali resistant paint over new plaster surfaces complete all as specified and directed by Engr-in-Charge.

Extra for forming fair finished drain or channel upto 450mm girth in cement concrete using extra cement including forms moulds etc complete all as specified and directed by Engr-in-Charge.

Supply only liquid water proofing compound complete all as specified and directed by Engr-in-Charge.

M&L for providing PCC 1:2:4 type B-2 (using 40mm garded crushed stone aggregate) as in surface channel, benching etc. of drain complete all as specified and directed by Engr-in-Charge.

Extra for forming fair finished drain or chennel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed by Engr-in-Charge.

Excavation in trenches n. exc 1.50 m wide and n.exc 1.50 m in depth for foundation etc and getting out in hard & dense soil complete all as specified and directed by Engr-in-Charge.

Excavation in trenches n. exc 1.50 m wide and exc 1.50 m in depth for foundation etc and getting out in hard & dense soil complete all as specified and directed by Engr-in-Charge.

Excavation in trenches n. exc 1.50 m wide and n.exc 1.50 m in depth for foundation etc and getting out in hard rock complete all as specified and directed by Engr-in-Charge.

Excavation in trenches n. exc 1.50 m wide and exc 1.50 m in depth for foundation etc and getting out in hard & dense soil complete all as specified and directed by Engr-in-Charge.

Returning filling in hard/dense soil, including spreading, levelling, watering and well ramming in layer not exc 25 cm in each layer complete all as specified and directed by Engr-in-Charge.

Removing excavated material (soil) 500 m but n exc area 1.5 Km complete all as specified and directed by Engr-in-Charge.

Removing excavated material (rock) exc. 50 m but n exc 250m and depositing complete all as specified and directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping /bed /band including weathering rounded or chamfered angles and throating including necessary form work required complete all as specified and directed by Engr-in-Charge.

M&L for two coat of white wash incl preparation of new plastered surfaces complete all as specified and directed by Engr-in-Charge.

M & L for loose filling of stone aggregate of gauge 80 to 150 mm in soakage pit / soakage well complete all as specified and directed by Engr-in-Charge.

M & L for loose filling of stone aggregate of gauge 40 to 80 mm in soakage pit / soakage well complete all as specified and directed by Engr-in-Charge.

M&L for 600 mm bore (internal dia) RCC pipes class NP2, laid in trenches and jointed with cement joint including collars and tested complete all as specified and directed by Engr-in-Charge.

M&L for Reinforced cement concrete (Nominal mix) type B1 1:2:4 (20 mm stone agg Slabs supported on walls,beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and directed by Engr-in-Charge.

M&L forFormwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work in rough finished flat surfaces; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engr-in-Charge.

M&L forFormwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work in rough finished curved surfaces; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed by Engr-in-Charge.

M&L for Formwork to faces of walls,retaining walls, abutments,parapets and staircase railings and similar worki flat & fair finished surfaces etc. vertical or to batter complete all as specified and directed by Engr-in-Charge.

S&F steel fiber reinforcement concrete (SFRC) cover of medium duty 70-75 mm thick with perforated holes 50 mm dia and set in CM 1:6 complete all as specified and directed by Engr-in-Charge.

HARICHAND CONSTRUCTION (BID ID -3305903)

M/s SAAR ENGINEERS (BID ID -3304444)