SPECIAL REPAIR TO ROAD, RETAINING WALL AND DRAINS AT BAKLOH CANTT UNDER AGE I DALHOUSIE

Amount

Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed.

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.

PCC 1:3:6 (nominal mix) type C-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

PCC 1:4:8 (nominal mix) type D-2 (using 40mm graded crushed stone aggregates) as in foundation filling and mass concrete complete all as specified and directed.

Plain cement concrete 1:2:4 ( nominal mix ) type B-1 (using 20 mm graded crushed stone aggregates) as in copings and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork where required complete all as specified and directed.

PCC 1:3:6 (nominal mix) type C-1 (using 20mm graded crushed stone aggregates) as in surface channel and drains complete all as specified and directed.

Extra for forming fair finished drain or channel n.exc 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred / stopped ends etc complete all as specified and directed.

Rendering cement plaster 20mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers (15mm thick first layer and 5mm thick second layer) on stone masonry or surface other than fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, all as specified.

100 mm thick plain cement concrete 1:4:8 (nominal mix) type D-2 (using 40 mm graded crushed stone aggregates) finished the surfaces, even and fair complete all as specified and directed.

Cement concrete work as in pavement/ hard-standing (thickness of concrete slab 15 cm) of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, including use and waste of form work complete all as specified and directed.

Forming 12 mm thick expansion joint filled with pre- formed bituminous filler and top with 30 mm primed and sealed with sealing compound grade 'A for' 150 mm thick cement concrete slab complete all as specified and directed. .

Forming contraction (Dummy) joints 150mm deep x 10 mm wide, filled with sealing compound grade 'A' complete all as specified and directed.

Finishing surface of concrete roads,pavements by brooming complete all as specified and directed.

Walling of random rubble stone masonry brought upto course well bonded bedded and soilidly hearted built in CM 1:6, complete all as specified and directed.

All as per srl item no 14.00 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 40mm, complete all as specified & directed.

Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified.

PVC 75mm dia pipe, low density of pressure rating 10 kg//sqcm (in short length) , fixed in wall as weep hole complete all as specified & directed.

Reinforced concrete pipes, class NP3, laid & jointed complete with collars, bore of pipe 300mm, complete all as specified & directed.

M/s Joginder Paul Bhatia

m/S Varun Gupta

M/s. Rishav Sood

Havish Construction