RE-CONSTRUCTION OF DAMAGED RETAINING WALL NEAR FOOTBALL GROUND OF CHILDERN SCHOOL, NEAR PT GROUND OF EME BN AT YOL MIL STN

Amount

Demolition of brick work or stonework built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.

Earth work in excavation (All kind of soil) by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth and upto 1.5 m depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., not exc. 1.5 m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 1.5 m and not exc 3m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.

Forming embankments including raising (or lowering) earth, spreading in layers not exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., exc. 3m and not exc 4.5 m high from base complete all as specified and directed. Note : Measurement shall be made as per Special Condition 3.6 on Serial Page No. 21 of SSR Part-II- 2020.

Supply only 40mm graded crushed stone aggregate (For weep holes), complete all as specified.

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

Removing excavated materials/ soils to a distance exceeding 1.50 km but not exc. 5 km and depositing where directed complete all as specified and directed.

Removing excavated materials/ soils, to a distance exceeding 250 Mtrs but not exceeding 500mtrs and depositing where directed , complete all as specified and directed.

Plain cement concrete 1:3:6 ( nominal mix )type C-2 using 40mm graded crushed stone aggregate as in foundations, filling, mass concrete and sub base of floor, complete all as specified & directed.

Plain cement concrete 1:3:6 ( nominal mix )type C-1 (using 20 mm graded crushed stone aggregate) as in surface channel drains all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex tra cement, including forms, moulds, mi- tred/stopped ends etc. all as specified and as directed.

Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto. all as specified and as directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc., complete all as specified & directed.

RCC M-25, design mix, using 20mm graded crushed stone aggregate as in walls, retaining walls, basement walls , columns ballast wall and the like any thickness above top of footing., complete all as specified & directed.

Precast cement concrete bond stone 1:2:4 type B-1 (using 20mm graded crushed stone agrregate) set in CM 1:6, including necessary form work, complete all as specified and directed

PCC 1:2:4, nominal mix, type B-1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, coping, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary form work, complete all as specified.

Use & waste of form work to sides of concrete foundations,sides of concrete drain, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surface of flat concrete complete all as specified and directed.

Use & waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for rough finished surfaces of concrete flat, complete all as specified & directed.

Use & waste of form work to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surfaces of flat concrete, complete all as specified & directed.

PVC 110mm dia pipe, pressure rating 10 kgf//sqcm (in short length) , fixed in retaining wall as weep hole complete all as specified & directed.

Walling of random rubble stone masonry, uncoarsed, well bonded, bedded and soilidly hearted built in CM 1:4, complete all as specified and directed.

All as per srl item no 22 above but except stone.

Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40 mm, complete all as specified & directed..

Wire netting of stainless steel wire 1.40mm dia of mesh size 20mm fixed with tinned tacks of stainless steel wire staples complete all as specified and directed.

Framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forged into spikes framed guard bars including cutting, drilling, welding etc confirming to Fe-290 Gde E-165 all as specified and directed.

TMT bars 8mm dia & over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, conforming to grade Fe-500, complete all as specified& directed.

Raised pointing to random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:3 complete all as specified.

Preparation of steel surfaces of any description, over 10 cm in width or girth,not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Deduct Credit Amount as per Schedule of credit as details given on Srl Page No 20 of tender doucments.

Eshaan Construction Co.

Roshan Lal Thakur

MM Constructions

M/s Surindera Traders

M/S AMOLAK SINGH AND SONS

surinder kumar jindal & bros.

Ms Sunil Kumar