Request For Proposal For Pedestrianization Of Paltan Bazar In Dehradun City Including Five Year Operation And Maintenance Under Smart City Mission Through E Procurement
Tender Value
13.10 Crore
Estimated cost
Bid Submission
27 Sep 2019
0 days left
EMD
26.20 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
→ Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Request For Proposal For Pedestrianization Of Paltan Bazar In Dehradun City Including Five Year Operation And Maintenance Under Smart City Mission Through E Procurement
BOQ
| Name of Work: Request for Proposal for Pedestrinization of Paltan Market in Dehradun City under \"Smart City Mission\" | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DISMANTLING AND DEMOLISHING | |||
| 2 | 2 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means | 1 | ||
| 3 | 3 | Bituminous course | 2 | 1715 | cum |
| 4 | 4 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) | 3 | 122 | Nos |
| 5 | 5 | Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) | 4 | 1440 | Rmt |
| 6 | 6 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 5 | 1728 | sqm |
| 7 | 7 | Carriage of Materials | 6 | ||
| 8 | 8 | By Mechanical Transport including loading,unloading and stacking upto 5km (Lime, moorum, building rubbish) | 7 | 1930 | cum |
| 9 | 9 | Earth work | 8 | ||
| 10 | 10 | Supply,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | 9 | 1372 | cum |
| 11 | 11 | Concrete Work | 10 | ||
| 12 | 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 11 | 47 | cum |
| 13 | 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 | 12 | 156 | cum |
| 14 | 14 | Brick work & block work | 13 | ||
| 15 | 15 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications | 14 | 106 | cum |
| 16 | 16 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications | 15 | 819 | sqm |
| 17 | 17 | Finishing Work | 16 | ||
| 18 | 18 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) | 17 | 819 | sqm |
| 19 | 19 | Paving & Flooring | 18 | ||
| 20 | 20 | Providing and laying 60 mm thick factory made cement concetre interlocking grass paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and pattern over and includong 50 mm thick compacted Bed of course sand, filling the joints as per direction of engineer-in-charge. | 19 | 869 | sqm |
| 21 | 21 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge | 20 | 498 | sqm |
| 22 | 22 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. | 21 | ||
| 23 | 23 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | 22 | 8373 | sqm |
| 24 | 24 | Horticulture | 23 | ||
| 25 | 25 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). | 24 | 99 | cum |
| 26 | 26 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm | 25 | 11 | cum |
| 27 | 27 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). | 26 | 99 | cum |
| 28 | 28 | Half brick circular tree guard in bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: | 27 | ||
| 29 | 29 | With common burnt clay F.P.S. (non modular) bricks of class designation 5.0 | 28 | 40 | Each |
| 30 | 30 | Providing and fixing M. S. tree guard 50 cm square in plan, height 1.40 metre above ground level and 0.50 metre below ground level. The vertical members shall consist of four nos of angle iron of size 25x25x5 mm 1.9 long, one at each corner and 8 nos flat iron of size 25x5 mm 1.4 long. The vertical members shall be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two coats of paint of approved brand and manufacture over a coat of primer, complete in all respect. | 29 | 50 | Each |
| 31 | 31 | Providing Square Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required frame work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. Top inner width 35 cm, outer bottom width 25 cm, total height 35 cm and wall thickness 25.4 mm | 30 | 954 | Each |
| 32 | 32 | Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on appropriate place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid separately.)\nSize of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height. | 31 | 954 | Each |
| 33 | 33 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge | 32 | 361 | per sqm |
| 34 | 34 | Landscaping - Plants / Vegetation | 33 | ||
| 35 | 35 | ROSE PLANTS | 34 | ||
| 36 | 36 | Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge | 35 | 100 | each |
| 37 | 37 | ORNAMENTAL PLANTS | 36 | ||
| 38 | 38 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. | 37 | 60 | each |
| 39 | 39 | Providing and Displaying Topiary of Ficus Bush King well developed with fresh & healthy foliage from Top to Bottom with single piller 60 to 75 cm spread, 210 to 225 cm ht., in 35 cm Cement Tray/Cement Pot as per direction of the officer-in-charge. | 38 | 20 | each |
| 40 | 40 | Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge | 39 | 50 | each |
| 41 | 41 | GROUND COVERS PLANTS | 40 | ||
| 42 | 42 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. | 41 | 70 | each |
| 43 | 43 | TREE PLANTS | 42 | ||
| 44 | 44 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge | 43 | 20 | each |
| 45 | 45 | Providing and stacking of Plumeria acutifolia of height 120-135 cm. with 2- 3 branches in HDPE bag of size 30 cm as per direction of the officer-in-charge. | 44 | 120 | each |
| 46 | 46 | Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge | 45 | 120 | each |
| 47 | 47 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. | 46 | 20 | each |
| 48 | 48 | Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165cm. in earthen pots of size 25 cm as per direction of the officer-in-charge | 47 | 20 | each |
| 49 | 49 | SHRUBS | 48 | ||
| 50 | 50 | Providing and stacking of Chandni dwarf of height 15-20 cm., well branched in earthen pots of size 20 cm as per direction of the officer-in-charge. s per direction of the officer-in-charge. | 49 | 120 | each |
| 51 | 51 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3- 4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge. | 50 | 120 | each |
| 52 | 52 | Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. | 51 | 120 | each |
| 53 | 53 | Providing and stacking of Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot as per direction of the officer-in-charge | 52 | 120 | each |
| 54 | 54 | Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge | 53 | 100 | each |
| 55 | 55 | Providing and stacking of Tecoma stans of height 60-75 cm. branched in earthen pots of size 20 cm as per direction of the officer-in-charge. | 54 | 100 | each |
| 56 | 56 | Furniture / Street Furniture / Decorative Items | 55 | ||
| 57 | 57 | Kiosks | 56 | ||
| 58 | 58 | Providing and fixing high tenacity Polyester yarn ( of value 1100 denier) over the structural steel of 75mm hollow mild steel pipe truss supported on 100mm hollow mild steel pipe column embedded in the ground with concrete, by jointing / lapping the sheet with adhensive and all complete as shown in the drawing. The weight of the fabric shall be of 750g/m2 and having tensile strengtr and year strength warp/ weft shall be 200/200 daN/5cm and 20/20 daN respectively. The sheet shall comply the fire resistane norm as per Bs20do. The surface of the both side of the sheet shall be treated with PVDF varnish and shall give at least 5% visible light transmittance (TV). The adhensive used for the sheet shall have tensile strength warp/ wett of 7 daN /5 cm. | 57 | 234 | sqm |
| 59 | 59 | Providing and installing (including operation & maintinence ) of Fully automated Customized E-toilet, all copmlete as shown in the dwawing and as per the technical specifications. | 58 | 6 | Nos |
| 60 | 60 | Providing & Supplying B.P Ergo Metal Perforated Waiting chair Model No. ES-909 or equivallant. It should be made of steel duly chrome plated. The seat and back are made of perforated steel sheet duly powder coated in silver colour. The side of seat and back are encased in chrome plated metal memder for elegent finishes. The waiting Chair assembly has 3 / 4 seater option with each chair supported on Central Steel Beam which in turn is connected to Chrome Plated Legs on either side. The above furniture should be as per specification and sample approved by client. | 59 | 40 | Nos |
| 61 | 61 | Providing and installing (including operation & maintinence ) Automatic Rising Hydraulic Bollard with led blinkers, s.s. finish, access control all complete as per the technical specifications. | 60 | 42 | Nos |
| 62 | 62 | Supply,operating and maintenance of Golf Cart (6 seater, battery operated) all complete as per the technical specifications.\nThe rate shall include the cost of operator for driving the Cart within the prescribed locations. | 61 | 2 | Nos |
| 63 | 63 | Supply and Installing includin Operation and Maintenance of Electric Vehicle charging station: Multicolor Under 50 Kw DC Fast chargers for EV | 62 | 1 | Nos |
| 64 | 64 | 1.60 M. WIDTH OF DUCT (IN MIDDILE OF ROAD AT PALTAN BAZAR) | 63 | ||
| 65 | 65 | SITE CLEARANCE(Quantities foe 1,200 m length of paltan bazar Road) | 64 | ||
| 66 | 66 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. | 65 | ||
| 67 | 67 | Up to 600 mm dia | 66 | 0.25 | Rmt |
| 68 | 68 | Dismantling of CI /DI water pipe line upto 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department | 67 | 0.66 | Rmt |
| 69 | 69 | Removal of cement concrete pipe of sewer gutter upto 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. | 68 | 0.49 | Rmt |
| 70 | 70 | FOUNDATION - EARTHWORK\n | 69 | ||
| 71 | 71 | excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tipper,trimming bottom and side,slope, in accordance with requirment of line and cross section, and transporting to the embankment location within all lifts and lead upto 1000mm | 70 | ||
| 72 | 72 | a) Manual mean upto 3 m depth | 71 | 0.89 | cum |
| 73 | 73 | Earth work in excavation of foundation of structures by mechanical mean as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material | 72 | ||
| 74 | 74 | Ordinary Soil | 73 | ||
| 75 | 75 | a) Upto 3 m depth | 74 | 4.15 | cum |
| 76 | 76 | Ordinary rock (not requiring blasting) Upto 3 m depth | 76 | 1.78 | cum |
| 77 | 77 | Sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 77 | 0.02 | cum |
| 78 | 78 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 78 | 2.76 | cum |
| 79 | 79 | Removal of earth By Mechanical Transport including loading, unloading and stacking upto 10 km Distance | 79 | 2.98 | cum |
| 80 | 80 | Provide & fixing of Open Timbering (Covering 1/3rd of surface area by planks), in trenches for the following depths below ground level consisting of 40 mm thick approved country wood planks for poling board, 125mm x 75mm Indian Salwood walers and 100 mm dia Sal wood ballies for struts at 1.50m interval including removal after laying of sewer (both sides of trenches will be taken as one side for the purpose of payments & measurements i.e. area equals to length x depth of trenches. Dismantled timbering materials will be the property of the contractor. | 80 | ||
| 81 | 81 | Depth upto 3m below G.L | 81 | 0.7 | sqm |
| 82 | 82 | SUBSTRUCTURE WORKS | 82 | ||
| 83 | 83 | Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) grade excluding the cost of centering and shuttering - All work up to plinth level | 83 | 0.21 | cum |
| 84 | 84 | Providing and laying in position ready mixed concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing but excluding reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\n | 84 | ||
| 85 | 85 | a) RCC M30 Grade | 85 | 0.29 | cum |
| 86 | 86 | Height upto 5m | 86 | 0.54 | cum |
| 87 | 87 | b) RCC M40 Grade | 87 | 0.2 | cum |
| 88 | 88 | Furnishing and placing rainforcement /prescribed cement concrete in super structure as per drawing & technical specifications.PSC M40 (Grade using Batching plant transit mixer & concrete pump for solid/vaided slab super structure. \n | 88 | 0.75 | cum |
| 89 | 89 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 89 | 270 | Kg |
| 90 | 90 | Supplying and stacking at site, Laying, spreading and compacting stone aggregate of sizes 25mm - 80mm in uniform thickness, hand picking, rolling with baby roller of one tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density for percolation pits 90 cm X 90 cm X90 cm @ 50m c/c | 90 | 0.01 | cum |
| 91 | 91 | STEEL & IRON WORK | 91 | ||
| 92 | 92 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position,fixing mild steel round holding bolts with nuts and washer plates complete 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 | 92 | 18.06 | Kg |
| 93 | 93 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 | 93 | ||
| 94 | 94 | b) 300 mm dia Ductile Iron Class K-7 pipes | 94 | 0.13 | Rmt |
| 95 | 95 | Supplying and installing of size 300 mm width X 50 mm depth X 3.0 mm thickness of perforated FRP cable trays Cross Member with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, suspenders etc as required. | 95 | 2.1 | sqm |
| 96 | 96 | (i)Providing and fixing in position 600mm X 900mm pre-cast R.C.C. manhole cover (havy duty) with 650mm X 950mm frame of required shape and approved quality @ 10 m c/c | 96 | 0.1 | Each |
| 97 | 97 | (ii) For Design,Built and Locking arrangements. | 97 | 0.1 | Each |
| 98 | 98 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 0x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. | 98 | 0.6 | Each |
| 99 | 99 | MISCELLANEOUS WORKS | 99 | ||
| 100 | 100 | Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints | 100 | 0.02 | per CM depth per 100 m |
| 101 | 101 | Providing and fixing sheet covering of 150mm wide Aluminium fluted strips 3.15 mm thick. over expansion joints with iron screws as per design.\n | 101 | 5.6 | m |
| 102 | 102 | White washing with lime to give an even shade \nNew work (three or more coats) | 102 | 2.4 | sqm |
| 103 | 103 | Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:552001 | 103 | 0.2 | L.S. |
| 104 | 104 | PVC Perforated pipe 150mm dia | 104 | 0.02 | m |
| 105 | 105 | DRAINAGE WORK | 105 | ||
| 106 | 106 | Excavation | 106 | ||
| 107 | 107 | Excavation of earth below GL by manually or by mechanical means for laying of sewers, mah-holes, Gully pits, Chambers etc. in soil including extra excavation below inverts, trimming & Dressing of sides, levelling and back filling of tranches by xcavated earth in 20 cm layers, watering and ramming the same including removal of surplus earth or other dismantled material up to a distace of 50 meters from the center of tranches and cleaning of site propertly after completion of the work. Excavation by mechanical means shall be restricted upto 90cm above invert level at every point of excavation. Excavation from invert level to 90 cm above shall be done by manually only. | 107 | ||
| 108 | 108 | 0 - 1.5 m B.G.L. | 108 | 5323.48 | cum |
| 109 | 109 | 1.5 - 3.0 m B.G.L. | 109 | 24.03 | cum |
| 110 | 110 | PCC Below Drain (Foundation) | 112 | ||
| 111 | 111 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 113 | 258.4 | cum |
| 112 | 112 | Cunnet & Benching inside Drain | 114 | ||
| 113 | 113 | Providing 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 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 115 | 92.33 | cum |
| 114 | 114 | R.C.C Work for Drain | 116 | ||
| 115 | 115 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\nProviding M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)\n | 117 | 813.58 | cum |
| 116 | 116 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | 118 | 91552.3 | Kg |
| 117 | 117 | Disposal of Earth | 119 | ||
| 118 | 118 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | 120 | 1817.2 | cum |
| 119 | 119 | Shuttering & Timbering for RCC wall, Foundation & Cover Slab | 121 | ||
| 120 | 120 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | 122 | 11423.8 | sqm |
| 121 | 121 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): | 123 | ||
| 122 | 122 | 1.5 - 3.0 M | 125 | 18.82 | sqm |
| 123 | 123 | Drain Cover Slab | 127 | ||
| 124 | 124 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works upto plinth level.\nProviding M-40 grade concrete instead of M-25 grade BMC/ RMC.(Note : Cement content considered in M-40 is @ 360 kg/ cum) | 128 | 203.67 | cum |
| 125 | 125 | Barricading | 129 | ||
| 126 | 126 | Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). | 130 | 955.17 | m |
| 127 | 127 | Road Cutting & Restoration | 131 | ||
| 128 | 128 | Chamber with pipe | 132 | ||
| 129 | 129 | Construction of road side chamber with clear inside opening of 450 x 450 mm with 230 mm thick Brick Masonry and fixing of precast RCC cover slab in 1:1.5:3( M-20) . | 133 | 239 | Nos |
| 130 | 130 | Supply & Laying - Jointing of following dia. D.I. K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.D.I. Pipe S&S K-7 (CONFORMING TO IS :8329/2000) 150 mm dia | 134 | 239 | Rmt |
| 131 | 131 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for\nthe drain etc. complete : | 135 | ||
| 132 | 132 | For pipes 100 to 250 mm diameter | 136 | 600 | Each |
| 133 | 133 | Supply & Laying - Jointing of following dia. R.C.C. S&S pipeswith rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. | 137 | ||
| 134 | 134 | R.C.C. S&S Non Pressure Pipe class Conforming To IS : 458-2003 | 138 | ||
| 135 | 135 | Class- NP3 | 139 | ||
| 136 | 136 | 150 mm dia | 140 | ||
| 137 | 137 | 0 - 1.5 m depth | 141 | 2100 | Rmt |
| 138 | 138 | 1.5 - 3 m depth | 142 | 450 | Rmt |
| 139 | 139 | 200 mm dia | 143 | ||
| 140 | 140 | 0 - 1.5 m depth | 144 | 300 | Rmt |
| 141 | 141 | 1.5 - 3 m depth | 145 | 150 | Rmt |
| 142 | 142 | Water Supply works | 146 | ||
| 143 | 143 | PROVIDING AND LAYING OF PIPES | 147 | ||
| 144 | 144 | Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets & specials conforming to IS:5382-1985 with testing of pipe line complete.D.I. pipe conforiming to IS:8329/2000 | 148 | ||
| 145 | 145 | D.I. Pipe S&S K-7 | 149 | ||
| 146 | 146 | 100 mm dia pipe | 150 | 768 | Rmt |
| 147 | 147 | 100 mm dia pipe for Headers and Road crossings | 151 | 1053 | Rmt |
| 148 | 148 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2001 | 152 | ||
| 149 | 149 | Upto 600 mm dia | 153 | 34.44 | Per qtl |
| 150 | 150 | Providing push-on-joints to Centifugally (spun) cast iron pipes or Dectile Iron Pipes including testing of joints and including the cost of rubber gastet: 10% additional joints for specials and fittings | 154 | ||
| 151 | 151 | 100 mm dia | 155 | 17 | Per joint |
| 152 | 152 | Disinfecting C.I /D.I water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the approved laboratory. | 156 | ||
| 153 | 153 | 100 mm dia | 157 | 768 | Rmt |
| 154 | 154 | Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. | 158 | ||
| 155 | 155 | 100 mm dia pipe | 159 | 826 | Nos |
| 156 | 156 | Concrete Saddles for supporting the pipes | 160 | ||
| 157 | 157 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | 161 | ||
| 158 | 158 | 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone\r\naggregate 20 mm nominal size). | 162 | ||
| 159 | 159 | For 100 mm dia DI pipe K-7 Headers | 163 | 5.12 | cum |
| 160 | 160 | Excavation in soil mixed with single boulder etc. Requireing the use of specials T & P, if any,for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches | 164 | 414.72 | cum |
| 161 | 161 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 165 | 163.89 | cum |
| 162 | 162 | Construction of 10 m long Header channels @ 20 m c/c for water connections with clear inside opening of 450 mm x 450 mm with 230 mm thick Brick Masonry wall at building side and 100 mm thick RCC wall on other three side and fixing of precast RCC cover slab in 1:1.5:3 ( M-20) .@ 20 m c/c for 500 m length of the pedestrianized road, at both sides, to facilitate water connections and to prevent freequent excavation of pavement. | 166 | 50 | Nos |
| 163 | 163 | VALVES | 167 | ||
| 164 | 164 | Supplying and fixing of followng sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. | 168 | ||
| 165 | 165 | C.I. D/F Sluice Valve conforming to IS: 14846-2000 (Kirloskar or equivalent) | 169 | ||
| 166 | 166 | 100 mm dia | 170 | 1 | Nos |
| 167 | 167 | Fire Hydrant Valve IS 5290 (Flanged) | 171 | ||
| 168 | 168 | 80 mm diameter | 172 | 5 | Nos |
| 169 | 169 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves. | 173 | 6 | Nos |
| 170 | 170 | Dismentaling of Roads | 174 | ||
| 171 | 171 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre,as per direction of Engineer-in-charge. Bituminous Courses | 175 | 12.96 | Cum |
| 172 | 172 | Demolishing cement concrete road of all grade and thickness by manually/mechanical means including disposal of material with all lead and lift and as per specifications, drawings and direction of Engineer-in-charge | 176 | 6.72 | Cum |
| 173 | 173 | Dismantling of paver blocks / Brick on edge flooring of all thickness, manually or by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead and lift,as per specifications and direction of Engineer-in-charge | 177 | 6.72 | sqm |
| 174 | 174 | Demolition of RCC, CC works and Brick works ( Other than roads) | 178 | ||
| 175 | 175 | Demolishing Brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material with all lead and lift at suitable site including cost of labour, tools and plants, transportation of material for disposal by any means etc. as per specifications and as directed by Engineer incharge | 179 | 4 | cum |
| 176 | 176 | Demolishing cement concrete manually/ mechanical means including disposal of material with all lead and lift for 1:3:6 or richer mix as per specifications and as directed by Engineer incharge | 180 | 760 | cum |
| 177 | 177 | Demolishing reinforced cement concrete work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material with all lead and lift and as per specifications and as directed by Engineer incharge | 181 | 1 | cum |
| 178 | 178 | Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work | 182 | 536.94 | Kg |
| 179 | 179 | Providing, installation, testing and commissioning of Electromagnetic Flow Meter etc. including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Electromagnetic Flow Meter including cutting the existing pipe line etc. complete in all respect as per technical specification and as per direction of Engineer. | 183 | 70 | each |
| 180 | 180 | At Distribution For DMA | 184 | ||
| 181 | 181 | 100 mm dia | 185 | 1 | Nos |
| 182 | 182 | Water Connections | 186 | ||
| 183 | 183 | Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections. | 187 | 400 | Nos |
| 184 | 184 | Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 20 mm size water connections. | 188 | 200 | Nos |
| 185 | 185 | Temporary Pipe line & Shifting of Water Connections during excution | 189 | ||
| 186 | 186 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.G.I. PIPE CONFORMING TO IS : 1239 | 190 | ||
| 187 | 187 | 100 mm Dia | 191 | 1000 | m |
| 188 | 188 | 20 mm Dia | 192 | 600 | m |
| 189 | 189 | 15 mm Dia | 193 | 1200 | m |
| 190 | 190 | Dismantling of100 mm dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.) | 194 | 600 | m |
| 191 | 191 | Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and\ncost of all materials. | 195 | ||
| 192 | 192 | Ferrule Connection (Labour cost only) | 196 | 600 | Nos |
| 193 | 193 | Electrical Works | 197 | ||
| 194 | 194 | External Lighting (Feeder Pillar) | 198 | ||
| 195 | 195 | 1- Design, manufacture, supply,installation, testing and commissioning of outdoor type external lighting feeder pillar of suitable size not less than 30 cm and upto 45 cm deep made out of M.S. sheet 2mm thick (14 SWG) duly compartmentalized, double door with locking arrangement (IP-54), duly fixed on MS angle iron frame work of size 50mm x 50mm x 6mm, 90 cm long legs out of which 45 cm duly grouted in cement concrete 1:2:4 (1 cement : 2 sand :4 stone aggrete 20mm) and having following accessories mounted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth struds duly painted with one coat of red oxide & two coats of superior quality enamel paint of approved shade complete etc. as reqd. 2- Supplying,Installing & fixing of following accessories in the existing cubical panel board / feeder pillar including connection testing etc. as reqd. 3- Power contactor of single pole of suitable ratings 4- 4 Nos Sunset switch with selectable ''Time On'' Timer, 230 -240V a.c. 50Hz Maximum Load : 10A Resistive, 2400W(10A) Incandescent, 2000W (8A) Halogen, 1200W(5A) Inductive and Fluoescent, Minimum Load: None (N/O Relay Contacts) Switching Lux level: 20 to 100 Lux. Preset Lux Level Approximately 50 Lux. IP rating IP 56 to AS1939: 1990, Operating Temperature Range: -10 deg C to 45 deg C 5-The above board shall be complete with 3 nos. phase indicating lights, flush mounted Ammeter, Voltmeter, CT's, PT's, selector switches, protective fuses etc. at Incomer with all interconnections by min. 2.5 sq.mm. Copper wires.External Lighting Feeder Pillar (INCOMER : 63 AMP FP MCB (10 KA,BUS BAR : 100 AMP, 500 Volts, 3 phase 50 HZ FP high conductivity electrolytic Aluminium bus bar. The current density of bus bar shall be minimum 1.00 sq mm /amp.,The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C above ambient temperature.,OUT GOINGS : 8 nos. 6-32 AMP TPN MCB (10 KA) | 199 | ||
| 196 | 196 | Feeder Pillar (As per above specifications) | 200 | 4 | Set |
| 197 | 197 | CABLES (Supply of following sizes of 1.1kV grade XLPE insulated, PVC type ST-2 inner & outer sheath, Aluminium conductor, Armoured cables as per IS:7098 Part-I.) | 201 | ||
| 198 | 198 | 6 sqmm 4 core | 202 | 3850 | m |
| 199 | 199 | Laying of one number PVC insulated and PVC sheathed / XLPE\npower cable of 1.1 kV grade of following size in the existing\nRCC/ HUME/ METAL pipe as required. | 203 | 3850 | m |
| 200 | 200 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. | 204 | ||
| 201 | 201 | 63 mm dia (OD-63 mm & ID-51 mm nominal) | 205 | 3600 | m |
| 202 | 202 | External Lighting | 206 | ||
| 203 | 203 | Supply & fixing of 4.5 mtr GI Octagonal Pole of approved make | 207 | 101 | each |
| 204 | 204 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. | 208 | ||
| 205 | 205 | Above 4.5 meter and upto 6.5 meter | 209 | 101 | each |
| 206 | 206 | Supply & fixing of 9 mtr GI Octagonal double arm Pole of approved make\n | 210 | 25 | each |
| 207 | 207 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. | 211 | ||
| 208 | 208 | Above 8 meter and upto 10 meter | 212 | 25 | each |
| 209 | 209 | Supply and fixing of LED Street light Fitting made up of pressure die cast housing with toughned glass, diffuser with driver set suitable for 60 Watt. Confirming to IP 66 protection | 213 | 151 | each |
| 210 | 210 | Supply and fixing of 12.5 mtr High mast Pole of approved make with rising system, hot dip Galvanized inside & outside , having pole sheet thickness 3mm, top minimum100mm, bottom dia minimum 310mm, base plate 25mm thick, suitable for wind velocity as per IS 875 part 3. & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes,0.75 HP Power tool motor, 3 point suspension system with steel wire rope 6mm dia , double drum winch Including making suitable Foundation as per manufacture drawing & site requirement along with foundation bolts, nuts, washers , anchor plates etc Complete in all respect. as per direction and satisfaction to the Engineer-in-charge | 214 | 1 | each |
| 211 | 211 | Supply and fixing of 100 Watt LED Highmast light , Confirming to IP 65 protection | 215 | 4 | each |
| 212 | 212 | G.I. EARTHING | 216 | ||
| 213 | 213 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. (but without charcoal/ coke and salt) as required. | 217 | 8 | set |
| 214 | 214 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) | 218 | 80 | Rmt |
| 215 | 215 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. | 219 | 30 | set |
| 216 | 216 | Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required. | 220 | 3600 | Rmt |
| 217 | 217 | Operation and Maintinance | 221 | ||
| 218 | 218 | Maintinance of Water Supply works | 222 | ||
| 219 | 219 | For Year 1st of Maintenance | 223 | 1 | LS |
| 220 | 220 | For Year 2nd of Maintenance | 224 | 1 | LS |
| 221 | 221 | For Year 3 rd of Maintenance | 225 | 1 | LS |
| 222 | 222 | For Year 4th of Maintenance | 226 | 1 | LS |
| 223 | 223 | For Year 5th of Maintenance | 227 | 1 | LS |
| 224 | 224 | Maintinance of Duct | 228 | ||
| 225 | 225 | For Year 1st of Maintenance | 229 | 1 | LS |
| 226 | 226 | For Year 2nd of Maintenance | 230 | 1 | LS |
| 227 | 227 | For Year 3 rd of Maintenance | 231 | 1 | LS |
| 228 | 228 | For Year 4th of Maintenance | 232 | 1 | LS |
| 229 | 229 | For Year 5th of Maintenance | 233 | 1 | LS |
| 230 | 230 | Maintinance of Drainage works | 234 | ||
| 231 | 231 | For Year 1st of Maintenance | 235 | 1 | LS |
| 232 | 232 | For Year 2nd of Maintenance | 236 | 1 | LS |
| 233 | 233 | For Year 3 rd of Maintenance | 237 | 1 | LS |
| 234 | 234 | For Year 4th of Maintenance | 238 | 1 | LS |
| 235 | 235 | For Year 5th of Maintenance | 239 | 1 | LS |
AI Tender Summary
Tender Timeline
Sep 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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