GE/PNH-05/2021-22

Amount

Opening of cover (of any description and size) of septic tanks and soakage wells/pits, de-sluding / de-watering contaminated with fine waste materials ( liquid sludge) alongwith solid waste from septic tank and soakage wells/pits of any capacity/depth by mechanical pumping (Truck mounted mechanical machine) / manually making it fully functional to to entire satisfaction of Engineer-in- charge and and removing & depositing the sludge outside the periphery of defence land at a minimum distance of 50 m from nearby living accn and burring in borrow pits including covering with fresh mud and refixing the cover after cleaning / removing the liquid waste material of septic tanks / soakage wells / pits including cutting holes through slab/ wall where required for inserting pipe and making good the same with cement mortar to match with existing surfaces complete all as specified and directed by Engr-in-Charge. Note:-Cost of Taking out sludge, transporting of sludge out side the defence land, earth work & deposition in the pit is deemed to be included in the unit rate to be quoted by tenderer.

Cleaning of under ground sewage lines of 100mm/150 mm bore including manholes, CI stacks.gully traps etc. by means of cleaning by roding from manholes to manholes till the cleared/cleaned water running under sewage line and flushing after cleaning, taking out sludge collected in manholes, removing & depositing the same outside the periphery of defence land in the pit at a minimum distance of 50 m from nearby living accn and covering the sludge in pit with earth and finally spraying unslaked lime, dry, around the manholes including taking off and re-fxing cover the manhole pitt, complete all as specified and directed. Note:-Cost of Taking out sludge, transporting of sludge out side the defence land, earth work & deposition in the pit is deemed to be included in the unit rate to be quoted by tenderer.

Cleaning of blockage of Water Closet (Indian or European), trap & pipe line upto first manhole manually by Roding and making it fully functional by flushing with water to entire satisfaction of Enginerr-in-charge including removing the deposited sludge/solid/liquid material, outside MD land and burring in borrow pits including covering with fresh mud, complete all as specified and directed by Engineer-in-charge. Note:-Cost of Taking out sludge, transporting of sludge out side the defence land, earth work & deposition in the pit is deemed to be included in the unit rate to be quoted by tenderer.

Excavation in trenches n.exc 1.50m wide and n.exc 1.50m in depth for foundation etc. and getting out in hard/dense soil, complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, in any type of soil, complete all as specified and directed.

Removal of excavated material to a distance not exc 50m and depositing where directed at a level not exceeding 1.5mtr above starting point complete all as specified and directed

Demolition or breaking up drain pipe any size (salt glazed ware, AC, PVC or reinforcement concrete) set in cement mortar/concrete complete all as specified and directed.

M&L for Concrete bed to drain pipes including packing under and haunching against the sides of pipes for 150mm SGSW pipe after they are laid in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) & tested, complete all as specified and directed.

S&F 150 mm bore salt glazed stone ware drain pipes, grade ‘A’ laid in trenches and jointed in CM 1:3, complete all as specified and directed by Engr-in-Charge.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically described complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically described (reinforement cut as required to facilitate demolition), complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in foundation filling and mass concrete, complete all as specified and directed.

M&L for Cement concrete (1:2:4) type-B-1 (using 20mm graded stone crushed aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, bed block, kneelers, apex stones, bed plates, roof kerbs round or chamfered on edges, water troughs, in edging of path (interlocking paver) and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for Precast PCC 1:2:4 type B1 (20mm graded crushed stone aggregate) as in landings, cover slab for man holes etc set in cement mortar(1:6), complete all as specified and directed.

Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.

M&L for Walling of random rubble stone masonry brought upto course, well bonded, bedded and solidly hearted, built in cement mortar (1:6), complete all as specified and directed.

All as per item No. 16 above, but except stone complete all as specified and directed.

M&L for Brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4, complete all as specified and directed.

M&L for 15mm thick rendering in CM 1:4 on other than fair faces of brick or stone masonry surfaces & finishing the surface even and smooth without using extra cement, complete all as specified and directed.

S&F TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified and directed.

S&F PVC (SWR) pipes 75mm dia any length single socketed with rubber ring joint laid in trenches/floors as soil pipe(vent pipe fixed, complete all as specified and directed.

S&F PVC (SWR) pipes 110mm dia any length single socketed with rubber ring joint laid in trenches/floors as soil pipe(vent pipe fixed, complete all as specified and directed.

S&F PVC (SWR) pipes 75mm dia any length single socketed with rubber ring joint fixed to walls as soil pipe with & including clamps, complete all as specified and directed.

S&F PVC (SWR) pipes 110mm dia any length single socketed with rubber ring joint fixed to walls as soil pipe with & including clamps, complete all as specified and directed.

S&F PVC (SWR) bends any radius 75mm bore fixed, complete all as specified and directed.

S&F PVC (SWR) bends any radius 110mm bore fixed, complete all as specified and directed.

S&F Galvanised, 2 strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins, etc complete all as specified and directed.

M&L for Precast cement concrete hollow block masonry built in PCC 1:2:4 type B-I (using 20mm graded crushed stone aggregate) exc. 10 cm in width and setting in mortar 1:4, complete all as specified and directed.

M&L for Precast PCC 1:3:6 Type C-1 (using 20mm graded crushed stone aggregates) as in bond stone, bed plate, strings coarse etc and set in CM (1:6), complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones (lime and sand stone) and dressing of face beds and joints, complete all as specified and directed.

M&L for Precast cement concrete 1:2:4 Type B-1 (using 20mm graded crushed stone aggregates) as in window or door cills lintels, bressumers, steps, quoin blocks (for use with masonry) ,bond stone, coping, strings coarse etc and set in CM (1:4) complete all as specified and directed.

M&L for Precast cement concrete (1:2:4) type-B-0 (using 12.5mm graded stone crushed aggregate) as in louvres and jallies, 25mm thick (measured solid), including all mouldings but excluding frame and set in CM (1:4), complete all as specified and directed.

M&L for Precast cement concrete (1:2:4) type-B-0 (using 12.5mm graded stone crushed aggregate) as in louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame and set in CM (1:4), complete all as specified and directed.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base to flooring/path etc. finished even & fair, complete all as specified and directed.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness M-40 Grade,laid jointed pointed with grey cement and no pigments, with & including 25mm thick sand filling under pavers and paking the joints of paver block with sand, including watering and consolidation complete all as specified and directed by Engr-in-Charge.

M&L for Chequered cement concrete tiles with chemical resistant coating if size 300x300x 25mm thick, set & jointed in neat cement slurry in floors and pointed with grey cement mixed with pigments, laid over and including 20mm thick screed bed in CM 1:4, complete all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), complete all as specified and directed.

Demolition of cement concrete (reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), complete all as specified and directed.

Taking down cement plaster of any description on stone or brick walls etc including racking out joints, hacking for key scrubbing down with water etc. complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description complete all as specified and directed.

M&L for RCC (nominal mix) type B-1 (1:2:4) using 20mm graded crushed stone aggregate 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 and directed.

Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) rough finished surface of concrete complete all as specified & directed.

S&F TMT bars, 6mm to 8mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia, complete all as specified and directed.

M&L for Brick work with sub class ‘B’ bricks straight or curved on plan exc 6m mean radius, built in cement mortar (1:6), complete all as specified and directed.

M&L for Boulder filling hand packed tightly (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.

M&L for Rendering 20mm thick on other than fair faces of brick or stone masonry wall surfaces in cement mortar 1:4 and finished the surface even and smooth without using extra cement, complete all as specified and directed.

M&L for 15mm thick cement plaster rendering in CM 1:4 on fair faces of bricks or concrete surfaces & finishing the surface even and smooth without using extra cement, complete all as specified and directed.

M&L for 15mm thick rendering in CM 1:6 on other than fair faces of brick or stone masonry wall surfaces & finishing the surface even and smooth without using extra cement, complete all as specified and directed.

M&L for Raking out joints / pointing to random rubble or polygonal rubble uncoursed or brought up to courses build in cement mortar, complete all as specified and directed.

M&L for Raised pointing to random rubble masonary, or polygonal rubble, uncoarsed or brought upto courses in cement mortar 1:4, complete all as specified and directed.

M&L for Applying three coats of white wash including preparation of newly plastered surfaces of wall complete all as specified and directed.

S&F Mild steel work conforming to Fe-290 (Gde E-165) as in grills, gratings etc. with ends of bars shouldered and/ or rivetted or forged into spikes; framed guard bars, and similar works, complete all as specified and directed.

M&L for Applying two coats of synthetic enamel paint of Ist quality over a coat of red oxide primer to new or previously untreated steel surfaces over 10cm width or girth including preparation of surfaces, complete all as specified and directed.

M&L for Plain cement concrete 1:3:6 type C-1(using 20mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and directed.

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

M&L for 25 mm thick PCC 1:2:4 type B-0 (using 12.50mm graded crushed stone aggregate) as in sub base floor finishing surface even and fair, complete all as specified and directed.

S&F Mild steel bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.

M&L for Preparation of newly plastered or unplastered surfaces of wall and applying two coats of cement base paint, complete all as specified and directed.

M/S SHAH ENTERPRISES