One Panchayath One Playground, Palakkad-Development of Koppam Grama Panchayath Ground, Pattambi LAC, Palakkad

Amount

Ground development work- Mud Football Court

2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil

OD153207/2025-2026Filling with available excavated earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge. (Based on DSR item no.50.2.26.1 and 2.2.1)

OD153203/2025-2026Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved, all cost of materials, labour charges, hire charges for machineries, conveyance, etc.complete as per the direction of Engineer-in-charge.

OD145729/2025-2026Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 30 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth including all lifts and leads, hire charges of machineries, labour charges etc complete as per the direction of engineer in charge.All kinds of soil.(Based on CPWD-2.6.1, 16.1,30.2.8 & MoRTH-3.6 & 3.16)

OD145730/2025-2026Sieving excavated Earth through sieve of I.S. designation 4.75 mm and collecting good quality earth for measurement including stacking

OD145758/2025-2026Supplying and stacking for measurement sieved sand at site including cost of sand and carriage upto 5 k.m. lead,all labour charges for stacking,loading and unloading etc complete.(Based on CPWD 30.2.2 & 30.2.4.3).

OD145759/2025-2026Mixing departmentally supplied earth and sand in the required proportion specified or directed by the officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(Based on CPWD 30.2.9)

OD145780/2025-2026Spreading of departmentally supplied earth and sand in the required thickness as per direction of officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(cost of earth and sand to be paid separately).(Based on CPWD 30.2.8)

OD145781/2025-2026Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc.including all cost of labour charges, hire charges ,fuel,oil etc. complete.(Based on CPWD 16.1)

OD146384/2025-2026Supply and Installation of Fixed type 7's Football Goal Post (3.65m x 1.80m x 1.20m) made of pipe 10cm dia G.I. pipe with nylon net as per the direction of Engineer in Charge including all cost of materilas, labour charges, conveyance, etc. complete.

Fencing

2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3.1Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.1Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

OD145783/2025-2026Steel work for fencing with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including all cost of materials, labour charges, hire charges of machineries, charges for welding and bolted with special shaped washers etc. complete.(Rate based on CPWD 50.10.2)

16.70.1Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm

13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

OD145804/2025-2026Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all cost of materials,conveyance, labour charges, etc. as per the direction of Engineer in charge.(Rate base on CPWD 26.81)

Retaining wall & Step gallery

2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil

2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

60.7.1DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

50.6.1.7Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

5.1.2Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.48.1Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm

13.33.1Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

10.26.3Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes

13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Name board and Inauguration stone

OD145782/2025-2026Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm(Based on Item 8.2.2.2 of DSR)

16.21Engraving letters in hard stone

2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

OD154039/2025-2026Steel work for Name Board with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including all cost of materials, labour charges, hire charges of machineries, charges for welding and bolted with special shaped washers etc. complete.

10.25.2Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

13.61.1Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

13.71:Lettering with black Japan pint of approved brand and manufacture

Flood lighting works for the Mud football court.

OD114320/2025-2026SKFOD_ Supply, installation, testing and commissioning of Outdoor Type Floor Mounting KSEB metering panel, suitable for accommodating 3 Phase Energy meter and consisting of 3 nos. of 40/63 A cutout with HRC fuse( or as per KSEB) , neutral link in separate chamber, inter connections and separate cabin shall be provided in outdoor panel to accommodate VDB/DB as per the requirement etc. as required, and including necessary supports of floor or wall mounting as required, and the panel fabricated out of 14 SWG CRCA sheet with lockable door with sealing facility having glass window for energy meter, sealing facility for KSEB, top canopy and necessary overhang, undergone seven tank process ,powder coated finish and all mounting accessories

OD114319/2025-2026Supply Conveyance, installation, testing and commissioning of 300W LED Flood light output greater than 120lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)

OD114321/2025-2026Supply, Installation Testing, and Erection of 12mtr fixed type Stadium mast suitable for mounting minimum 12no of luminaries, made of Hot- dip Galvanization process as per IS 4759:1996 with monkey climbing arrangement and maintenance platform for easy maintenance and aiming of luminaries. The pole shaft shall be made of 4mm thickness in 2 sections, base dia not less than 250mm and the base plate shall be of min 20mm thick. with and suitable RCC foundation and suitable no of foundation bolts and all accessories similar to Philips 12mtr Stadium Mast or Techno- Commercially equivalent, approved by engineer in-charge

90.12.7.41Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armouredaluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 16 sq mm with factory made clamp

90.12.1.41Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).4 core 16 sq mm

90.12.1.39Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).4 core 6 sq mm

90.12.2.39Supply and laying of one number additional PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground in the same trench in one tier horizontal formation including widening the trench by 20 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil)4 core 6 sq mm

90.6.5.12Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 2.50 sq mm

OD114318/2025-2026Supply and fixing SINTEX Box (150mmx150mmx100mm) including connector, MCB Rail and neutral links for giving connections including all accessories complete as required

90.11.1.16Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required8 way (8+18) - double cover TPN vertical DB with provision for fixing 4P MCB / Isolator/ RCCB/ RCBO as incomer and SP/ TP MCB as outgoing (IP 42/43)

2.10.1Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, ""C"" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole

2.10.4Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, ""C"" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Triple pole

2.13.2Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps

2.15.3Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli Amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps

5.1Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.

90.16.1.3Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)

9.1.32.Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)

9.1.33Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm)

ABDUL AZEEZ A K (BID ID -2379144)

E.K.Abdulsalam (BID ID -2378519)

SULAIMAN.E K (BID ID -2378538)

P. P. SIRAJUDHEEN (BID ID -2379238)

ENVIS HEIGHTS PRIVATE LIMITED (BID ID -2377396)

Bidder Name

E.K.Abdulsalam

SULAIMAN.E K

P. P. SIRAJUDHEEN

ENVIS HEIGHTS PRIVATE LIMITED

ABDUL AZEEZ A K

TARIKH ANVAR E