Rejuvenation And Beautification Of Singhi And Kacholia Talaab ( Pond ) In Didwana
Tender Value
6.09 Crore
Estimated cost
Bid Submission
20 Sep 2023
0 days left
EMD
12.19 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
didwana → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rejuvenation And Beautification Of Singhi And Kacholia Talaab ( Pond ) In Didwana
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.In area of light jungle |
| 2 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangment to byepasswater with 1.5m lift from ground leveland lead upto 50m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.For depthupto 1.50m |
| 3 | Carriage of materials by mechanical transport incuding loading, unloading and stacking:(L.S. Qty. 10 %of item 2 ) Earth (Lead upto 6 km) |
| 4 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 5 | Supply &Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the emabankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 6 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of emabakment complete as per drawing and Technical specifications and as per clause 2504 of MoRTH & H specificationsWith R.R. Stone/bolder, weighing note less than40 kg, thickness not less than 150mm, specific gravity not less than 2.65 |
| 7 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.Foundations, footings, bases of columns, etc. for mass concrete. Horizontal Beam Vertical Beam |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Horizontal Beam Vertical Beam |
| 9 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 10 | Providing and fixing of precast concrete interlocking tiles of desired shape of M30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub-base as defined. complete job is to be executed as per the instruction of Engineer in charge.The rates to be inclusive of all lead & lifts etc. complete as per specifications. Tensile spliting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement 80 mm thick |
| 11 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 |
| 12 | Providing and fixing 50mm dia G.I steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m cente to centre , complete as per approved drawings including all material, labour. |
| 13 | Providing and fixing cement concrete M-20 grade (Using mechanical concrete Mixer) kerb stone top and bottom width 115 and 165mm respectively, 250mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRTH specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 14 | Supply, erecting and fixing in postion specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. \"L\"shaped base supportof thickness 100 mm back height 1000mm , front height 450mm, base width 420mm and 5 nos. RCC planks of size of 1500x100x50 mm and 1 nos RCC panks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufactture\"s logo of appropriate size engraved at sutiable place. |
| 15 | Provding & installation of penguim dustbin with following specfication for : PENGUIM HEIGHT 1.3 Mtr. It should be made by fibre Glass Reinforced plastic with 3.0mm FRP thickness overall and thickness should be made by 2 layers of 450 gsm roving mat ad suspend in unsupported resin in pigment with promoter and exalter. Gelcote proposed with using color take pigment of multi color. Height should be 1.3 mtr. and capacity be 100 liter for penguim shape and 90 liter for rabbit shape. |
| 16 | Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4m angle iron posts 50mm x 50mm x 6mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonal interwoven with horzontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRT&H specfication & type \"A\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. |
| 17 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard maunre to be paid seperately) Hole 0.9 m dia and 0.9 m deep |
| 18 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Gulmohar (Delonix regia) |
| 19 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Neem (Azadirachta indica) |
| 20 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Plumeria alba ( Champa) |
| 21 | Planting of trees by the road sides (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the spaling, backfilling the trench, watering, fixing the tree guardand maintaining the plants for one year. |
| 22 | Supply and planting following in poly bags/earthen pots well branched, well established & free from disease of 300 mm min. heigth ground covers at site in 0.3m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. Altermathera green (Parrot Leaf) |
| 23 | Supply and planting following in poly bags/earthen pots well branched, well established & free from disease of 300 mm min. heigth ground covers at site in 0.3m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required. Iresine herbstii (Blood Leaf) |
| 24 | Grassing with \"Doobs\"grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. In rows 15 cm apart in either direction |
| 25 | 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 |
| 26 | Supply and erection of M.S. Galvanized Octagonal pole ( as per BSEN 40-3-3:2003 /BSEN 10025/IS 2062 IS:875 Part-1 – 2015/ for MS plate for base flange )of following length and dimension as per table P-01 with base plate on the cement concrete foundation of M- 20 grade (1:1.5:3) as per IS 456/IS 2911. with the help of anchor bolts of grade 6.8 (IS: 1367 P III ). The pole shall have a weatherproof flush door and locking arrangements. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR 6 Mtr. |
| 27 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. Armoured 25.0 Sq. mm 4 core |
| 28 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured copper cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Copper conductor of electrlytic grade copper, purity >99.97 % ISI marked as per IS:1554 P-I / IS :7098 P Un-armoured 2.5 Sq.mm 2 core |
| 29 | Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. Single pole MCB 6 A to 32 A rating |
| 30 | Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) andsecondary lens on each LED & should be SMD type LED Street Light Fixture 70 Watt |
| 31 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. Depth upto 3.0m |
| 32 | Random rubble dry stone Kharanja (soling) under floor. |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level(1: 4: 8 (1 cement: 4 fine/coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 34 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 35 | Random rubble masonry with hard stone in superstructure above plinth level and upto two stories. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 36 | Cement Plastering on new surface of wall including (T&P)scaffolding material and complete labour for fixing of material including cost of water and curing, racking of joints etc. 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand) |
| 37 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3mm thick, side` buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar Red Sand Stone |
| 38 | Earth work in excavation in foundation, tenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposalof surplus excavated material at a lead upto 50m suitalbesite as per direction of Engineer for following depths, below ntural ground/Road top level. In all types soils/saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar etc. Depth upto 1.5m |
| 39 | Random Rubble dry stone Kharanja (soling) under Floor |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level (1: 4: 8 (1 cement: 4 fine/coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 41 | Centering and Shuttering with plywood or steel sheets upto two stories or height upto 7.5 metre above plinth levelincluding strutting,proppiing etc. and removal of from for: Foundation, footings, bases of columns, etc. for mass concrete. |
| 42 | Suspended floors, roofs, landings, balconies and cantilevers. |
| 43 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttressses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centering, shuttering, finishing and reinforement: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 44 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bedning, placing in position and binding (including cost binding wire) all complete upto floor five level .Thermo-mechanically Treated Bars |
| 45 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement Mortat 1:6 (1 cement: 6 coarse sand) |
| 46 | Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto 2 storiesl in all shapes and sizes in : Cement Mortat 1:6 (1 cement: 6 coarse sand) |
| 47 | Cement Plastering on new surface of wall including (T&P)scaffolding material and complete labour for fixing of material including cost of water and curing, racking of joints etc. 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand) |
| 48 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.75 mm thick |
| 49 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile E |
| 50 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a primingcoat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design |
| 51 | White washing with lime to give an even shade:New Work (three or more coats) |
| 52 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 53 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coatson new work |
| 54 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 90 mm dia |
| 55 | 110 mm dia |
| 56 | O&M FOR 5 YEAR |
| 57 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer.In area of light jungle |
| 58 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangment to byepasswater with 1.5m lift from ground leveland lead upto 50m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for disposal and dressing disposal side as per the directed of the Engineer.For depthupto 1.50m |
| 59 | Carriage of materials by mechanical transport incuding loading, unloading and stacking:(L.S. Qty. 10 %of item 2 ) Earth (Lead upto 6 km) |
| 60 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 61 | Supply &Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the emabankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 62 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of emabakment complete as per drawing and Technical specifications and as per clause 2504 of MoRTH & H specificationsWith R.R. Stone/bolder, weighing note less than40 kg, thickness not less than 150mm, specific gravity not less than 2.65 |
| 63 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.Foundations, footings, bases of columns, etc. for mass concrete. Horizontal Beam Vertical Beam |
| 64 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shutring- All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)Horizontal Beam Vertical Beam |
| 65 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 66 | Providing and fixing of precast concrete interlocking tiles of desired shape of M30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub-base as defined. complete job is to be executed as per the instruction of Engineer in charge.The rates to be inclusive of all lead & lifts etc. complete as per specifications. Tensile spliting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement 80 mm thick |
| 67 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 |
| 68 | Providing and fixing cement concrete M-20 grade (Using mechanical concrete Mixer) kerb stone top and bottom width 115 and 165mm respectively, 250mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRTH specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 69 | Providing and fixing 50mm dia G.I steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m cente to centre , complete as per approved drawings including all material, labour. |
| 70 | Supply, erecting and fixing in postion specified precast RCC bench made of RCC grade M-30 consisting of 2 Nos. \"L\"shaped base supportof thickness 100 mm back height 1000mm , front height 450mm, base width 420mm and 5 nos. RCC planks of size of 1500x100x50 mm and 1 nos RCC panks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufactture\"s logo of appropriate size engraved at sutiable place. |
| 71 | Provding & installation of penguim dustbin with following specfication for : PENGUIM HEIGHT 1.3 Mtr. It should be made by fibre Glass Reinforced plastic with 3.0mm FRP thickness overall and thickness should be made by 2 layers of 450 gsm roving mat ad suspend in unsupported resin in pigment with promoter and exalter. Gelcote proposed with using color take pigment of multi color. Height should be 1.3 mtr. and capacity be 100 liter for penguim shape and 90 liter for rabbit shape. |
| 72 | Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4m angle iron posts 50mm x 50mm x 6mm placed every 3 metres center to center founded in M15 grade cement concrete 30cmx30cmx60cm, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonal interwoven with horzontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRT&H specfication & type \"A\" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour. |
| 73 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard maunre to be paid seperately) Hole 0.9 m dia and 0.9 m deep |
| 74 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Gulmohar (Delonix regia) |
| 75 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Neem (Azadirachta indica) |
| 76 | Supply and planting following species best quality container grown healthy trees of 2 m height well established & free from disease a site in 0.90 dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required Plumeria alba ( Champa) |
| 77 | Planting of trees by the road sides (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the spaling, backfilling the trench, watering, fixing the tree guardand maintaining the plants for one year. |
| 78 | Grassing with \"Doobs\"grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.In rows 15 cm apart in either direction |
| 79 | 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 |
| 80 | Supply and erection of M.S. Galvanized Octagonal pole ( as per BSEN 40-3-3:2003 /BSEN 10025/IS 2062 IS:875 Part-1 – 2015/ for MS plate for base flange )of following length and dimension as per table P-01 with base plate on the cement concrete foundation of M- 20 grade (1:1.5:3) as per IS 456/IS 2911. with the help of anchor bolts of grade 6.8 (IS: 1367 P III ). The pole shall have a weatherproof flush door and locking arrangements. complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR 6 Mtr. |
| 81 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. Armoured 25.0 Sq. mm 4 core |
| 82 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured copper cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Copper conductor of electrlytic grade copper, purity >99.97 % ISI marked as per IS:1554 P-I / IS :7098 P Un-armoured 2.5 Sq.mm 2 core |
| 83 | Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C tripping characteristic as per type of load and site requirement) 4KV impulse withstand voltage, as per PWD specification for electrical Works with ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductorline load reversibility, label holding facility , IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required. . OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. Single pole MCB 6 A to 32 A rating |
| 84 | Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) andsecondary lens on each LED & should be SMD type LED Street Light Fixture 70 Watt |
| 85 | O&M FOR 5 YEAR |
AI Tender Summary
Tender Timeline
Sep 07, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 22, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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