ADDN ALTN TO SEWAGE SYSTEM AT TAWI VIHAR MD ACCN PROVN OF DRAINAGE SYSTEM 100MTR NEAR BLDG NO P-24 BDE COMN COMPLEX PROVN OF DRAINAGE SYSTEM 75MTR WITH ALLIED INFRA NEAR BLDG NO P-16 AT LT AD REGT AT DHAR ROAD GRN UNDER GE ARMY DHAR ROAD

Amount

Construction of septic tank for 150 users (Brick constructions) complete all as specified and as shown on drawing No. CE/TD-1202/2003 sheet 1/2 & 2/2 respectively complete all specified and directed by engr in charge.

Construction of soakage wells for 150 user,excavation in any type of soil, foundation in PCC 1:3:6, walls of honey combed with brick masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 2.4 M dia X 3.0 M effective depth as shown on drawing No. CE/TD-1202/2003 sheet 1/2 & 2/2 respectively.

Cleaning of sludge from septic tank, soakage well and manhole etc of any capacity and depth by dewatering, taking out mud/ sludge/quid, getting out and removing & Provn of Drainage sys (75 mtr) with allied infra near Building No P-16 at Lt AD REGT(COMP) at Dhar Road Grn Under GE (ARMY) Dhar Road.depositing the sludge , complete all as specified and directed ( Note septic tank and soakage well be cleaned by Mechanical Vehicle ( Tanker) and Dewatering/Sludge to be thrown away outside of defence area.

M&L for cleaning of blocked sewage line, any type of dia in horizontal or vertical position from manhole to manhole drain pipes. Note:- Cleaning of sewage line of any type and dia or bore upto any depth by removing all filts/silts, foreign material and other deposits whatever completely and making the line free from all obstacles and tyesting the flow of sewer line evently, smoothly by filling water. The cleaning operation will be carried out in suitable length by blocking the first and last manhole of sewer line and removing the silt/sludge & deposits out side of defence land in covered van/Trolly all as specified and directed by Engr-in-Charge.rate.

Cleaning of Manhole of any description, any size and depth incl taking out sludge and depositing them to notified area by Municipal Corp of Udhampur for dumping or out side defence land omplete all as specified and as directed.

Dismantling of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified.

Material & Labour for brick work with sub class 'B' Bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 as in wall/ manholes/drain etc complete all as specified and directed.

Taking down cement plaster on brick or stone wall etc including raking out joints , hacking for key, scrubing down with water etc. complete all as specified.

M&L for 15 mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar 1:4, to be finished even and smooth without using extra cement with water proofing compound by weight as per manufacturer's instructions complete all as specified and directed. (WPC will be paid separately).

Demolition of Concrete of any description and in any position not otherwise specifically provided for.

M&L for PCC 1:4:8, Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete.

M&L for PCC 1:2:4 type B1 using 20mm graded aggregates as in Coping, surfaces channels and drains complete all as specified.

Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified.

M&L for RCC type B-1 (1:2:4), using 20 mm graded stone aggregates as in 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.

M&L Precast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates cover slabs for manholes, open drains etc. including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified.

Mild steel TMT bars 10mm dia and over (and flat iron where quered),cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.

Mild steel bars 6mm to 8mm dia (and flat iron where quered) ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.

Framed work as in opening of manhole of angle or other section with gusset plates, also fastening and fixing conforming to Fe-410 W Gide E-290, complete all as specified.

Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick

Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, all as specified.

All as per item No 4 above but exc 1.50m but not exc 3.00 mtr in depth.

Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) including concrete bed set in cement mortar of 100/150/200 mm dia

M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 150mm internal dia SGSW pipes after they are laid and tested complete all as specified and as directed. (thickness of concrete bed 100mm).

Supply and laying, jointing concrete bed to drain for 150mm internal dia of salt glazed stoneware pipes grade 'A' incl testing and laid in trenches to a level on concrete bed complete all as specified.

M&L for concrete bed to drain for 200 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2(Using 40mm graded stone aggt) complete all as specified.

S&F Reinforced concrete pipes, class NP2, 200 mm bore laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.

M&L for concrete bed to drain for 150 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2(Using 40mm graded stone aggt) complete all as specified.

S&F Reinforced concrete pipes, class NP2, 150 mm bore laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.

Cutting into existing manholes for connecting new drains, of 150 mm bore pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1, smooth finished, reforming benching as required, complete all as specified.

Cutting into existing manholes for connecting new drains, of 200 mm bore pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1, smooth finished, reforming benching as required, complete all as specified.

Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.

Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified.

M&L for PCC (1:3:6) type D-2 using 40 mm graded aggr as in foundation and mass concrete.

M&L for PCC (1:3:6) type C2 using 40 mm graded aggr as in surface channels concrete.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.

Deduct Schedule of Credit of Rs. (-) 6250.00 (Minus) as listed in Schedule 'A' Part-II. Contract Sum shall be arrived after deducting the credit amount Note: Tenderers will not quote against this item being a firm amount.

S K CONSTRUCTION (BID ID -3080305)

MandeepConstructionCo (BID ID -3087763)

JINDAL BUILDERS (BID ID -3092548)