Improvement Of Bituminous Road And Footpath With Paver Block Of Street No.23, At Sector -V, Under Ndita .
Tender Value
61.69 Lakhs
Estimated cost
Bid Submission
02 Nov 2023
0 days left
EMD
1.23 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ndita → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Bituminous Road And Footpath With Paver Block Of Street No.23, At Sector -V, Under Ndita .
BOQ
| Sl. No. | Item Description |
| 1 | Road:-Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.By mechanical means (without milling machine) :(ii) From 50 mm to 100 mm thick. |
| 2 | Prime CoatProviding and applying primer coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978all other incidental costs of workcomplete as per Clause 502 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision).(i) For WBM / WMM Surface: |
| 3 | Providing and applying tack coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 hire charges of machinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site,including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 5 | Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over apreviously prepared surface at specified laying temperature with paver finisher to the required grade,For Grading 2(19 mm nominal size,50-75 mm thick.)(ii) Using Drum mix Type HMP of minimum capacity60-90 TPH. |
| 6 | Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified(ii) 50 mm thickness |
| 7 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm |
| 8 | Supplying & laying Double Wall Corrugated (with external annularcorrugation and smooth internal walls) High Density Polyethelene Pipesconforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 withRing Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIRvalue not more than 10% including necessary jointing materials for nonpressureunderground Drainage, Sewerage & Cross drainage application.(iii) 250mm internal dia. |
| 9 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement offinished quantity)B) With Fine Sand |
| 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 11 | Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 12 | Ordinary Cement concrete (mix 1:3:6) with graded Jhama khoa excluding shuttering ,if any, in ground floor as per relevant IS codes. |
| 13 | Taking out stone slabs of flat V-shaped drain of road sideand resetting the same to correct line and level with cementmortar (1 : 4) including cement pointing (1 :2)(a) Vertical kerb stone. |
| 14 | Taking out stone slabs of flat V-shaped drain of road sideand resetting the same to correct line and level with cementmortar (1 : 4) including cement pointing (1 :2)(b) Flat channel stone. |
| 15 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at |
| 16 | Supplying & laying ornamental cement concrete road channel (300mm X 300mm X 100mm) od M-25 grade, concrete on 150mm thick foundation concrete having 500mm projection beyond kerb stone all complete as median as per direction of EIC. |
| 17 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeeach 4034.00Cover: 700 mm X 100 mmFrame: 910 mm X 185 mmopening: 560mmWeight: 245 kg (approx) |
| 18 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 19 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeeach 2536.00Cover: 565 mm X 410mm X 90mmFrame: 715 mm X 565 mm X 185Weight: 140 kg (approx) |
| 20 | Construction of gullypit 1100mmX625mm. inside measurement and depth of invert 1500mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon-edge flooring in the invert, 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside of walls and invert including supplying, fitting and fixing R.C.P.C. gully grid (15-M.T.load bearing capacity) and 225 mm. dia. C.I. Syphone including cutting hard crust,excavation, dewatering, back filling and removal of spoils as per standard drawing .Qty: 1 x 1100.00/10 =111 nos |
| 21 | Construction of manhole with chamber of size as given below as perrequirement and 600mm X 600mm. (inside measurement) square shaft, withcement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8)bed, over a layer of brick flat soling including providing 150mm. thick R.C.C.slab with ordinary concrete (mix 1:1.5:3) with reinforcement as per standarddrawing over the chamber, brick-on-edge flooring with ordinary cementconcrete (mix 1:2:4) in the invert with 20mm. thick cement plaster (1:4)finished fine with 1.5mm. thick neat cement in the inside walls and invertincluding supplying, fitting and fixing R.C.P.C. cover and frame (35 M.T.load bearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.steps (4 Kg. each) including cutting hard crust, excavation, de-watering, backfilling and removal of spoils but excluding shoring complete as per standarddrawing.(Depth of invert shall not be less than 1.80M below G.L.)Average depth of invert 2.5m. below G.L.i) With 250mm. thick brick workb) Above 400 mm to 600 mm dia having internal size (1500mmx1100mm) |
| 22 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific directionof the Engineer-in-charge) |
| 23 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of theEIC.(a) One Coat |
| 24 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion |
| 25 | Footpath:-Taking out carefully Paver blocks from old footpath and stacking properly at suitable nearer site etc. all complete. |
| 26 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 27 | Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)b) By fine sand |
| 28 | Relaying& resetting interlocking Paver Block 60mm thick of any shade and approval quality over 75mm thick medium and as per IS 1237-1980 laid in pattern as directed in pavement, footpath, drive wat etc. including necessary underlay complete in all respect with all labour and materials( Border concrete if necessary to be paid seperately). |
| 29 | Supplying and laying in the specified pattern of interlocking concrete block pavements(ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) 25-35 mm thick (grading of the building sand as per clause 6.5.1 of IRC SP-63) paver block with joint filling sand and completing the edges with cut blocks as perCL.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.60 mm thicki) Color Decorative |
| 30 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 31 | Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as perdirection of Engineer in charge |
| 32 | Add GST@18% on Sl. No. 1 to 31 |
| 33 | Add labour cess @1% on Sl. No. 1 to 32 |
AI Tender Summary
Tender Timeline
Oct 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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