Special Repair to drainage of Bldg No P-98, P-33 and P-34 of 669 Army AVN SQN (R and O) at Ralawas under AGE (I) Nagtalao in Army Area Jodhpur

Amount

Cleaning the runway drains sides by plaughing by manual means or tractor and clearing away all grass vegetation from roots, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30cm girth (measured on meter above ground level) and removing rubbish upto a distance exc 250m but n. exc 500m outside the periphery of the area under clearance complete all as specified and directed by Engineer-in-Charge.

Desilting of soil by excavating n exc 1.5m deep and getting out in soft soil and removing excavated material exc. 250m and n.exc 500m and depositing where directed at a level n exc. 1.5m above the starting point complete all as speciifed and directed by Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonary, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

All as per Item No 4 but except stone complete all as specified and directed by Engineer-in-Charge.

Extra over to stone walling for hammer dressing to face stones and dressing of the face beds &joints as specified of squared rubble walling regular coursed, Jodhpur type, with maximum depression of face from straight edge held against the dressed surface n.exc 20 mm.

Flush pointing to squarred rubble masonry, coursed or uncoursed in CM (1:3) Finished even and smooth without using extra cement.

M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) as specified & directed by Engineer-in-Charge.

PCC 1:3:6 Type C-1 using 20mm graded stone aggregate as in coping etc and like including weathering, slightly rounded or chamfered angles and throating as directed with and including necessary form work complete.

Taking down cement plaster on brick or stone walls, etc. Including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick in CM 1:4 on stone masonary surfaces or surface other than fair face of brickwork or on one side of lathing complete all as specified and directed by Engineer-in-Charge.

M&L for laying 450mm dia. Reinforced concrete pipes, class NP3, laid and jointed complete with collars as specified & directed by Engineer-in-charge.

M&L for laying 600mm dia. Reinforced concrete pipes, class NP3, laid and jointed complete with collars as specified & directed by Engineer-in-charge.

M&L for PCC 1:2:4 Type B-1 using 20mm graded stone aggregate as in surface channels and drains as specified & directed by Engineer-in-Charge.

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

S&F in repair for 05 cm thick Jaisalmer stone slabas in chajjas/shelves,cills, landings, manhole cover, drain cover stones, etc and like n exc 2.00m in length, punched dressed on face and along exposed edges, self faced on other side and set & pointed in cement mortor 1:4, complete all as specified.

M&L for Scarifying or picking gravelled macadam or bituminous macadam surface in area n exc. 400 Sqm and thickness exc 50 mm and up to 100 mm as specifeid & directed by Engineer-in-Charge.

M&L for 7.5 cm compacted thickness water bound macadam with coarse aggregates of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size) spread, rolled and consolidated to gradient materials and camber required as specifeid & directed by Engineer-in-Charge.

M&L for Preparing surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc on unsurfaced water bound macadam as specifeid & directed by Engineer-in-Charge.

M&L forApplying evenly a priming/tack coat with bituminous primer at 10 kg per 10 Sqm as specifeid & directed by Engineer-in-Charge.

M&L for Bituminous premixed carpet of 30 mm consolidated thickness with 0.34 Cum of stone chippings mixed with 18.25 Kg of paving bitumen, rolled and compacted to required camber and gradient as specifeid & directed by Engineer-in-Charge.

M&L for Premixed sand seal coat with 0.06 Cum of sand mixed with 6.8 Kg of paving bitumen applied and rolled to a uniform smooth surface as specifeid & directed by Engineer-in-Charge.

Jeet Construction

Shree I Mata Enterprises

S AND S Constructions

D DEV COMPANY

Narender Constrution Company

M/S JAGDAMBA ENTERPRISES