Construction Of Rcc Cwr, And Various Other Works At Piped Wss Ras Under Sub. Division Jaitaran
Tender Value
24.90 Lakhs
Estimated cost
Bid Submission
21 Oct 2021
0 days left
EMD
49800
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaitaran → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Rcc Cwr, And Various Other Works At Piped Wss Ras Under Sub. Division Jaitaran
BOQ
| Sl. No. | Item Description |
| 1 | RCC CWR :- Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata,foundation.concrete, container walls, bottom slab,top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and faod grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as perIS code and providing three coats of cement paints to all exposed surface of structure including dome, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. CWR 400 KL |
| 2 | Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification. Discharge 20 to 30 LPS and head 51 to 60 M |
| 3 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846- 2000- amended upto date- For Sluice Valve) PN 1.0 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia completeincluding all material like Instren Rubber Sheet of thickness- 6.00 mm(ISI Mark)- For Rubber Sheet), MS Nut Bolts(IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm)100 mm |
| 4 | 200 mm |
| 5 | Providing, lowering, laying, alinging, fixing in position in pipe line , manually operated Resilient Seated D/F Sluice valves of approved make & design standard PN 1.0 class of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.100 mm dia |
| 6 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Non Return valves (NRV) of approved make (IS: 5312- Part-I- 2004 amended upto date- For Non Return Valve) PN 1.0 class and CI Tail Piece- 2 Nos. (IS: 5531 amended up to date- For CI Plane Ended Specials) of same size of following dia completeincluding all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.(Nominal Dia. in mm) 100 |
| 7 | Providing, Fabrication of Mild SteelPlane Ended/ Flanged Specials like Tees, Bends, Reducers, Enlargers, Plugs, Tail Pieces and Blank Flange made from MS pipes, MS sheet strip and MS Sheet of required sizes by welding, cutting and treading as per site conditions and as directed by the Engineer- In- Charge complete in all respect. |
| 8 | Supplying & Installing 100mm dia mtr. Sealed diaphrapm burdentypepressuregaugealongwithall jointing materials Range 0 to 10 kg.cm2complete in all respect. |
| 9 | Providing & Installation of Electric Feeder Panel for Submersible Motor Pump Set (automatic star delta starter) as per scope of work and specification including mounting on M 15 grade mix (1: 2: 4) platform of size 1000 mmx 600 mm as per detailed specification single phase preventor. . Above 20.00 HP and up to 25.00 HP |
| 10 | Providing and laying ISI marked PVC insulated submersible Cables with copper conductor of superior quality, including making connection etc. made as mentioned in specification..6 Sqmm 3 core |
| 11 | Providing and laying of ISI Marked PVC insulated and PVC sheated cables of 1.1 KV grade with aluminum conductor of IS:1554 category II and approved make of including excavation of 30cm x 75 cm side rench as per IS:1255, 15cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc. of required size 4 core (Category 1) make as mentioned in specification.. 25 Sqmm |
| 12 | Pump House 4x6mtr - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding30 cm in depth.1.5min width as well as 10 sumonplan) including disposal of excavated earth, lead upto 50mandlift upto1.5m, disposed earth be levelled and neatly dressed: All kinds of soil. |
| 13 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1Cement :3 Course Sand :6 Graded stone aggregate 40 mm nominal size (Hand Broken) |
| 14 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in: Cement Mortar 1:6 ( 1-Cement: 6-Sand ) |
| 15 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement: 6-Sand). |
| 16 | Extra for facing as per design and detailed specifications including additional cost of stones over item No.6.1 & 6.2 for : Course rubble facing Second sort. |
| 17 | Plaster on new surface on walls in cement sand mortar 1: 6 including racking of joint etc. complete finefinished : 25 mm thick |
| 18 | Pointing on stone masonary in cement sand mortar1 : 3Deep grooved |
| 19 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm! longembedded incementconcreteblock 15x1 Ox 10cm. of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs anscrews or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with coper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :anit. .(a)Doors |
| 20 | (b) Window side hugs |
| 21 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance |
| 22 | Cement concrete flooring grade 1:2:4 (1-cement : 2- coarse sand : 4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete : 50mmthickwith20mmthicknominalsize aggregate. |
| 23 | Painting with ready mixed paint of approved brand and manufacture in all shades to give even shade on new steel work ( two or more coat) |
| 24 | Structural steel work weldedin built up sections, trusses and framed work including Cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height in R.S. joist flats, tees, angles and channels. |
| 25 | Reinforced cement concreteworkinbeams, suspended floors, roofs, griders having slopes up to 15°,landings,balconies,shelves,chajjas,lintels, bands, plain windows sills, staircases and spiral staircases up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good and joints excluding the cost of centering, shuttering and reinforcement: with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 26 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with woodenmembers andremovalof formwork for superstructure up to 4.5 mtr above plinth, for: Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 27 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Hot rolled deformed bars (IS: 1139). |
| 28 | Providing & laying cement concrete including curing compaction etc. complete using stone aggregate 20 mm nominal size in foundationplinth excluding the cost of shuttering using M-15 grade mix 1 : 2 : 4(1 cement : 4 courese sand : 4 graded stone aggreg |
| 29 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: Old work (one or more coats) including scrapping surface and necessary repairs. Colour Change |
| 30 | Colour washing of all shades to give an even shade including all scaffolding: New work (two or more coats) with a base coat of whiting |
| 31 | Supplying and fixing in walls machine cut andpolished stone shelves, tands and sills in CM 1 : 3with machine cut edgesKota stone 25 to 30mm thick. |
| 32 | Brick work in partition in super structure upto third storey 7cm. thick (brick on edges) using bricks of class designation 75 in : Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 33 | Filling in plinth withlocally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shinglessand. |
| 34 | Electrification - Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved makein double lock/ ISIGroup 1.Short point (up to 3 mtr.) Group 1 |
| 35 | Medium point (up to 6 mtr.) Group 1 |
| 36 | Long point(up to 10 mtr..) Groop 1 |
| 37 | Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductorand 1.0 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved makedouble lock/ ISI marked si Group 1On board Group 1 |
| 38 | Medium point (up to 6 mtr.) Group 1 |
| 39 | P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. Group 2Single pole MCBGroup 1 .6 A to 32 A rating Group 1 |
| 40 | P & F ISI marked (IS :3854) 6 amp. flush type switch including cutting hole in tile and making connection testing etc. as required. Group 1 |
| 41 | P & F ISI marked (IS :1293) 3 pin 6 amp. flush type socket including cutting hole in tile and making connection testing etc. as required. Group 1 |
| 42 | P & F IS:371 marked6 amp surface type ceiling rose including making connection testing etc. as required. Group 1 |
| 43 | P & F ISI marked6 amp bakelite batten/angle holder including making connection testing etc. as required. Group 1 |
| 44 | P & F ISI markedflush type 120/280 watt rotary step fan regulator including making connection testing etc. as required. Group 1 |
| 45 | P & F ISI markedD.P. switch with fuse and indicating lamp including making connection testing etc. as required. Group 1 |
| 46 | P&F 240/415 V porcelain kitkat fuse (Rewireable/HBC type) confirming to IS:2086,1983 0n existing board/ sheet including making connections with lugs, testing etc. as required Group 1 .16 A ,240 V Group 1 |
| 47 | 32 A ,240 V Group 1 |
| 48 | P/Laying P.V.C. insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I of Group2 of approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.6.0 sqmm 2 core unarmed compelete. . 6.0 sqmm 2 core unarmed compelete. |
| 49 | P & F of iron hook/clamp 40 mm x 5 mm M.S. flat complete with nut & bolt etc. as required. Group 1 |
| 50 | P & F strip type fluorscent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories like copper wound polyester /open construction (VPIT) ballast, starter,starter seat.rotor holder, termin Group 1.1 X 36 Watts Group 1 |
| 51 | P&F of capacitor startsingle phase metallicblade fresh air fan, in existing opening including cost of hardware , flexible copper conductor ,making connections, testing etc. as required.. 300 mm sweep |
| 52 | P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories like copper wound polyester/ open construction(VPIT) ballast, starter,starter seat,condensor,rotor holder Group 1. 2 X 36 Watts Group 1 |
| 53 | Boundry wall - Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil. |
| 54 | 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size |
| 55 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : .Cement Mortar 1:6 (1-Cement:6-Sand). |
| 56 | 1:2:4 (1Cement :2 Course Sand 4 Graded stone aggregate 20 mm nominal size |
| 57 | Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in :. Cement Mortar 1:6 (1-Cement:6-Sand). |
| 58 | Pillar masonry including bed plates as per specifications.Bed plate to be paid separately.(Assuming one pillar in three m length) |
| 59 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: . Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 60 | Colour washing of all shades to give an even shade including all scaffolding. .New work (two or more coats) with a base coat of whiting. |
| 61 | Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-Sand) : .Deep grooved pointing |
| 62 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. |
AI Tender Summary
Tender Timeline
Oct 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 22, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender