GE/P/LKO/01 OF 2025-2026

Amount

PHASE I Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth and getting out in soft and loose soil complete all as specified and directed by Engineer in Charge

M&L for Reinforced concrete pipes of size 150 mm bore, class NP-2 laid in trenches and jointed with cement joint complete all as specified and directed by Engineer in Charge

M&L for Reinforced concrete pipes of size 200 mm bore, class NP-2 laid in trenches and jointed with cement joint complete all as specified and directed by Engineer in Charge

M&L for Concrete bed to drain pipes 150 mm bore in PCC 1:3:6 type C-2 using 40 mm graded stone aggregate including forming cradles complete all as specified and directed by Engineer in Charge

M&L for Concrete bed to drain pipes 200 mm bore in PCC 1:3:6 type C-2 using 40 mm graded stone aggregate including forming cradles complete all as specified and directed by Engineer in Charge

Excavation over area not exceeding 1.5 metre deep and getting out in soft/loose soil complete all as specified and directed by Engineer in Charge

Excavation over area getting out in soft/loose soil but depth exceeding 1.5 metre but not exceeding 3.0 metre complete all as specified and directed by Engineer in Charge

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate for foundation filling and mass concrete complete all as specified and directed by Engineer in Charge

M & L Fly ash Brick work with old size bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar(1:4) complete all as specified and directed by Engineer in Charge

M&L for 40 mm thick flooring with PCC (1:2:4) type B-1 using 20 mm graded stone aggregate finished even and smooth using extra cement complete all as specified and directed by Engineer in Charge

M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in coping,benching includidng necessary form work, weathering slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer in Charge

M&L for Extra fare finished drain or channel 30 cm inner girth in Cement concrete including forms, moulds, mitred/stopped ends using extra cement complete all as specified and directed by Engineer in Charge

M&L for Rendering 15 mm thick plaster in CM (1:4) on fair faces of wall finshed even and smooth without using extra cement complete all as specified and directed by Engineer in Charge

M&L for Precast RCC cover slab for manhole 1:2:4 type B1 (using 20mm graded stone aggregate) and set in CM 1:4 including all necessary form work, exposed surfaces of concrete shall be finished even and smooth without using extra cement complete all as specified and directed by Engineer in Charge

M&L for TMT bars 10 mm dia and over cut to length, bent to shape required including cranking, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer in Charge.

M&L for RCC (1:2:4) type B1 using 20 mm graded stone aggregate as in slab supported on walls , beams and columns , roofs landings balconies, canopies deck slabs , shelves and like complete all as specified and directed

M&L for formwork to soffit of suspended slab not exceeding 200 mm thick for horizontal sloping fair finished suface of concrete complete all as specified and directed by Engineer in Charge.

M&L for formwork to edges of concrete flat exceeding 10 cm but not exceeding 20 cm wide, for fair finished surface of concrete complete all as specified and directed by Engineer in Charge.

M&L for Coarse sand filling in filter pit including watering and well ramming ccomplete all as specified and directed by Engineer in Charge.

Supply and spreading crushed stone aggregate 40mm size, for filling in recharge pit complete all as specified and directed by Engineer in Charge.

Supply and spreading crushed stone aggregate 20mm size, for filling in recharge pit complete all as specified and directed by Engineer in Charge.

Returning, filling in ,ramming incl watering, levelling nexc 25 cm thick in layers in soft/loose soil complete all as specified and directed by Engineer in Charge.

Removal of surplus soil to a distance not exc 50 metre and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed by Engineer in Charge.

M&L for Plain PVC pipe, 152mm dia bore as per IS 12818 including lowering & jointing complete all as specified and directed by Engineer in Charge.

M&L for Screened PVC Pipe 152mm fia bore as per IS 12818 including lowering & jointing complete all as specified and directed by Engineer in Charge.

Boring 200 mm dia size duct bore through any kind of soil/strata including hard stone/boulder by means of direct rotary method up to 66 mtr depth complete all as specified and directed by Engineer in Charge.

Reaming of bore upto 300 mm (only for recharge well) pilot bore in any kind of soil/strata including hard stone/boulder by means of direct rotary method upto 66 RM depth each below ground level complete all as specified and directed by Engineer in Charge.

M&L for Pea Gravel packing for trial bores of size 03 mm to mm 06 natural shaped brought directly from river bed of approved quality and packing around the casing pipe to entire depth upto ground level complete all as specified and directed by Engineer in Charge.

Development of bore wells by means of high velocity jetting together with air compressor having capacity not less than 100 PSI for pumping out mud/dirty water complete all as specified and directed by Engineer in Charge.

M&L for PVC end cap for 152 mm bore pipe.

M&L for Plain PVC bend 87.5 degree for 152 mm bore pipe with nylon wiremesh for to covering one end complete all as specified and directed by Engineer in Charge.

M&L for Planting of Desi Ashok tree of Height 5'-6' along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Areca Palm of Height 5'-6' along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Croton Plants along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Haze Dorinda Plants along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Chandni plants along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Bouganvilaes all colors along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Morpankhi of Height 1'-5' along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

M&L for Planting of Gulmohar (Jacarande mimosaefotie) of Height 6'-6' along with necessary earth work and manure complete all as specified and directed by Engineer in Charge ( chemicals to be measured and paid separately).

Supply and application of forate for the plants and grass all as specified and directed.

Supply and application of Macro and mircro nutrient amendment mix for the plants and grass all as specified and directed.

Supply and application of DAP for the plants and grass all as specified and directed.

Supply only flower plane pot (Gamla) made of cement concrete of top dia 40cm and bottom dia 25cm with 45cm height and wall thickness 5cm complete all as specified and directed.

Supply only flower plane pot (Gamla) made of cement concrete of top dia 30cm and bottom dia 20cm with 45cm height and wall thickness 5cm complete all as specified and directed.

M&L for plantation of Chinese carpet grass by ploughing of whole site in soft ordinary soil upto depth of 20 cm and removing all the unwanted material such as stones , weeds , tree roots etc which are not suitable for healthy growth of grass , dressing and reelling of soil to a required gradient and slope on completion of work after loosening of soil , mixing manure and soil evenly manually as directed including fertilizer , ATT chemical etc complete all as specified and directed by Engineer in Charge

PHASE II M&L for maintenance of plants executed in above items by deploying One gardener to look after the plants daily including required periodical watering, removing wild grass / weeds around the plants, putting fertilizers in each plant bed before watering as per gardening practice, replacing dried plants etc complete all as specified and directed. Note : (a) All T&P, fertilisers, plants etc required at site for maintenance of plants executed under above item shall included in this unit rate and no extra payment shall be made on this acount. (b) Period of maintenance of plants for twelve months will start from the next date of actual completion of Phase I.

SHRIPATI INFRASTRUCTURES PVT LTD (BID ID -3382040)

M/s Vimal Traders (BID ID -3395659)

M/s Bajpai Constructions (BID ID -3395859)