Construction Of Pucca Road From Chikanmati Primary School To Madrasa More At Chathat G . P . , Dist- Darjeeling .
Tender Value
62.54 Lakhs
Estimated cost
Bid Submission
24 Jun 2021
0 days left
EMD
1.25 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
Chathat GP → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Nit No . 017 / Engg / 2020-2021 Of Sjda ( 3Rd Call ) Construction Of Pucca Road From Chikanmati Primary School To Madrasa More At Chathat G . P . , Dist- Darjeeling .
BOQ
| Name of Work: Construction of pucca road from Chikanmati Primary School to Madrasa more at Chathat G.P., Dist- Darjeeling. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\na) Depth of excavation not exceeding 1,500 mm. | BI01010001010000000000000515BI0100001113 | 320 | Cu.M. |
| 2 | 2 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)\nWith earth obtained from excavation of foundation. | 320 | Cu.M. | |
| 3 | 3 | (ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. | 740 | Cu.M. | |
| 4 | 4 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.\n(a) Depth up to 150 mm. | 4900 | SQ.M. | |
| 5 | 5 | b) For each additional Depth of 150mm and part\nthere of. | 4900 | SQ.M. | |
| 6 | 6 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 245 | SQ.M. | |
| 7 | 7 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. | 160 | Cu.M. | |
| 8 | 8 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes | 10 | Cu.M. | |
| 9 | 9 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/ staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]\nWith 1:4 cement mortar\n 15 mm thick plaster | 540 | m2 | |
| 10 | 10 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. | 540 | m2 | |
| 11 | 11 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)\n(iv) For Construction of Sub Base by compacting river bed materials. | 740 | Cu.M. | |
| 12 | 12 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)\nB. Manual Means | 760 | m3 | |
| 13 | 13 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)\n25 mm to 30 mm shuttering without staging in foundation | 750 | SQ.M. | |
| 14 | 14 | 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 50 | SQ.M. | |
| 15 | 15 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m\nSAIL/ TATA/RINL | 1.1 | MT | |
| 16 | 16 | Tack Coat\nProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 4400 | m2 | |
| 17 | 17 | Surface Dressing\nProviding and laying surface dressing as wearing course in single coat using approved quality crushed stone aggregates of specified size and hot bituminous binder laid on prepared surface including thorough cleaning of the surface, screening and cleaning of stone chips, applying uniformly requisite quantity of hot bitumen, spreading uniformly dry stone aggregates and rolling with 8-10 tonne smooth\nwheeled steel roller with necessary hand packing orspreading of chips to obtain closed surface including the cost and carriage of bitumen and stone chips, heating the bitumen and all other cost and charges of fuel, lubricants in this connection including hire and operational charges of machinery and equipment for construction and quality control complete as per Clause 509 of Specifications for\nRoad & Bridge Works of MoRT&H (5th Revision).\n(By Mechanical Means)\nA. Single coat or 1st coat over granular surface\nusing bitumen @ 12 kg per 10 m2 and stone chips / bajree (100% passing through 22.4 mm sieve and 100% retained on 11.2 mm sieve) @ 0.15 m3 per 10 m2 surface.\nPakur Variety | 5110 | m2 | |
| 18 | 18 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut- ack or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grade including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD\nPakur Variety | 4400 | m2 | |
| 19 | 19 | Providing and laying Premixed Seal Coat (Type B)\nwith approved quality sand/grit @ 0.6 m3/ 100 m2\nand bitumen binder on thoroughly cleaned black\ntop surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nBy Manual Means\nWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)\nPakur Variety | 4400 | m2 | |
| 20 | 20 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row :\nProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.\n(A) 900 mm dia | 10 | mt | |
| 21 | 21 | Boulder Apron Laid in Wire Crates\nProviding and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | 215 | m3 | |
| 22 | 22 | Turfing with Sods\nFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) | 1000 | m2 | |
| 23 | 23 | Supply and errection of M.S Sign Board (1500mm x 900 mm) with necessary lettering etc. complete. Fabrication and errection of the board to be done with M.S angles such as, frame (25x25x5 mm), M.S sheet of 0.5 mm thick & Posts with M.S angles (50x50x6 mm) section at a clear hight of atleast 2.5 mtr above ground level. Fixing of the complete board with necessary information as per relavent and updated G.O, has to be carried out by digging holes (0.6x0.6x0.6 mtr) in all sorts of soil and packing the M.S angle posts with cement concrete (1:3:6) of section( 0.45x0.45x0.90 Mtr) and filling the gaps with the excavated earth including priming and 2 coats of painting on both sides complete in all respect as per direction of the E-I-C.(Analysis) | 2 | Nos. |
AI Tender Summary
Tender Timeline
Jun 09, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 28, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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