PROVISION OF SEWAGE DISPOSAL WORK FOR COMPACT MODERN AND MODULAR STPs FOR MD ACCN AT AKHNOOR MIL STN UNDER GE (P) TANDA

Amount

Excavation in trenches n.exc 1.5m wide & n.exc 1.5m deep for foundation, etc. or shafts, wells. cesspits, manholes, etc. not exc 10 Sqrn on plan and not exc 1.5 rn depth &.getting out in any type of soil complete all as specified.

Description same all as per Srl No.1.00 here -in before but depth exc 1.5m but n exc 3.0m in any type of soil complete all as specified..

Description same all as per Srl No.1.00 here -in before but depth exc 3.00m but n exc 4.5m in any type of soil complete all as specified

Description same all as per Srl No.1.00 here -in before but depth exc 4.5m but n exc 6.00m in any type of soil complete all as specified.

Returning, filling in, including spreadinq, levelling, watering and well rarnminq in layers not exc 25 cm thick in any type of soil free from boulders, pabbles etc complete all as specified and directed..

Removing surplus excavated soil to a distance n.exc 50 m & depositing where directec at a level n.exc 1.5 m above the starting point complete all as directed at site.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete.

150mm bore SGSW pipes grade 'A' cement laid in trenches & jointed complete all as specified.

200mm bore SGSW pipes type grade 'A' laid in trenches & jointed complete all as specified.

DWCPE (Double wall corrugated polyethylene) pipe conforming to IS : 16098 (Part-II) in plain end form as well as with integral sockets along with complete fittings, laid & jointed complete with collars, etc laid and jointed on concrete bed complete including testing. Note :- Excavation and earth work and concrete bed shalll be measured and paid for separately.

(a) 150 rnrn bore

(b) 200 mm bore

(c) 250 mm bore

(d) 300 mm bore

(e) 400 mm bore

(f) 500 mm bore

Plain cement concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6, type C2 (using 40mm graded crushed stone agg) of bore:-

(a) 150 rnrn bore

(b) 200 mm bore

Demolition of brick work or stone / boulder masonary, built in cement mortar includind all quoins, arches, pillars etc., complete all as specified and directed.

Burnt brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius,built in cement mortar 1:4, and pointed flush in the same morter as the work proceeds to hidden surfaces complete all as specified and directed..

Plain cement concrete type B-2 (1 :2:4) using 40 mm graded crushed stone aggregate in foundation, filling and mass concrete.

Plain cement concrete 1:3:6 Type C-1 using 20 mm graded crushed stone aggregates in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, Kneelers, apex stones, bed plates, kerbs not provided, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed

Rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete Surface finished even and smooth without using extra cement including mixing of integral wate~proofing compound @ 3% by weight of cement complete all as specified. (Integral water proofing compound shall be measured and paid for separately)

Supply only integral water proofing compound

Extra for forming fair finished drain or channel 30 cm inner girth using extra cement, including forms, moulds, mitred/stopped ends etc

Add or deduct from item No.20.00 above for each 25 mm girth or part there of over or under 30cm inner girth

Framed work such as grills,gratings, etc .. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde E-165 complete all as specified.

Precast cement concrete type A1, 1:5:3 using 20 mm graded crushed plain stone aggregate as inmanhole covers, Kitchen sink slab, etc.(of any section indicated, with plain fair fapes including chamfers weatherings, throating etc. and setting in mortar complete with joints to match complete all as specified

Use and waste of 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 better of for fair finishes on curved surfaces of concrete wall.

Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finishes or curved surface of concrete.

Reinforced cement concrete M-30 20 using mm graded crushed stone aggregate) design mix I foundations including rafts, footings, foundation beams, plinth beams, bases for columns basement slabs, under reamed piles, and mass concrete complete all specified and directed.

Reinforced cement concrete M-30 using 20 mm graded crushed stone aggregate (design mix) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete complete all specified an directed.

TMT Bars 8mm dia in reinforcement and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns.hookinq ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

TMT 10mm dia and over, in reinforcement cut to length, bent to shape required, including cranking, bending spirally for hooping for colurnns.hookinq ends and binding vYith and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

200mm wide PVC water bar having hardness 65+-5mm, elongation at break 450mm, tensile strength Min 14.5 N/mm2 conforming IS-15058 (2002) complete all as specified and directed:

Sand filling under floors or in foundations including watering consolidation complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide for foundation, etc. or for shafts, wells, cesspits, manholes, piea holes, etc. n.exc 10 sqm on plan and not exc 1.5 m deep and getting out in any type of rock, etc by mechanical mean drilling/chiesling, etc all as specified and as directed by Engr-in-Charge.

Cutting of bituminous/concrete road surfaces of any description and in any position for the purpose of laying sewage disposal pipe line upto 1 m wide and 350mm deep in trenches, cleaning and removing with or without mechanical means and making good with PCC (1:2:4) etc complete all as specified and directed by Engr-in-Charge. Notes : 1. PCC will be paid separately vide Srl item No-22.00 of BOQ. 2. Excavation in trenches below 350mm deep will be paid vide Srl item No. 1.00 of BOQ.

CREDIT SCHEDULE : Deduct credit schdule worth Rs. 50,850.00 (Minus) as listed in Schedule 'A' Part-II. Note : Tenderers will not quote against this item being a firm amount at present, contract sum will be worked out after deducting the credit schedule amount during acceptance of tender.

M/S KAPIL KUMAR KHATTAR

Gupta Construction Company

ASIA ENTERPRISES

M/S MOOL RAJ SHARMA

R R CONSTRUCTION

Continental Enterprises

RYSA INFRATECH

Mehar Enterprises