construction of M.L. Road Ajabgarh To Soti Ka Gwada P.S. Thanagazi Under Kums Alwar
Tender Value
89.56 Lakhs
Estimated cost
Bid Submission
18 Jul 2022
0 days left
EMD
1.79 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
alwar → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
construction of M.L. Road Ajabgarh To Soti Ka Gwada P.S. Thanagazi Under Kums Alwar
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MORTH specification clause 201, By mechanical Means . A. In area of light jungle. |
| 2 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Hard Soil When excavation and loading is done mechanically using Bull Dozer, Front-end loader and carriage is done up to 1 Km. by tipper/dumper (6T capacity). |
| 3 | Construction of embankment with approved material obtained from borrow pits 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 with ALL lead As per MoRTH specification Clause No. 305. |
| 4 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. to attain 100% proctor density. |
| 5 | Providing, laying, spreadingand compactingstone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means). By Manual Means , Grading III,53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm.(Crusher broken), Stone screening type \"B\" |
| 6 | Earthwork in excavation in foundation trenches etc. not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around Hume pipes/masonry in 15cm. Layers with compaction including disposal of all surplus soil, as directed within a lead of 1000 meters.[MoRTH Specification : Clause 301,304]. Ordinary Soil |
| 7 | Providing and laying mechnically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. |
| 8 | Providing and laying Random Rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above Ground /Bed level.[MoRTH Specfication: Clause 1000/1400] Cement sand mortar 1:4 |
| 9 | Providing and laying reinforced cement concrete Pipe NP3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets Clause 2905 |
| 10 | 300 mm dia |
| 11 | 1200 mm dia |
| 12 | Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels [MoRTH Specfication: Clause: 1000/1300]. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. |
| 14 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20 mm nominal size). |
| 15 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 16 | S&F in positioncut stone neatly dressed including earth work, C.C. 1:4:8 painting with enamel paint engraving letters and numerals as per IRC standard design complete. |
| 17 | Ordinary Km. Stone for N.H. |
| 18 | 200 M. Stone. |
| 19 | Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechnically mixed and vibrated, in foundation upto a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level. |
| 20 | Supply of sign boards made of 1.25mm M.S. sheet duly framed with 33.30mm OD MS black tube medium class as per IS:1239 (Part-I) 1979 with a inner support of M.S. flat 12x3mm whole structure is fixed on two posts of Black m.S. tube 42mm OD MS (Medium Class)as per IS : 1239 9Part-I) 1979 height 3 m. whole board is stove enamelled painting in Black & White alternate band of synthetic enamel. 120 cm. x 75 cm. |
AI Tender Summary
Tender Timeline
Jul 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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