Tender For Proposed Tremix Concrete Road And Under Ground Drainage Pipe Line From Kohinoor Park To Dawadmla Road At Ward No01
Tender Value
6.05 Lakhs
Estimated cost
Bid Submission
27 Jul 2023
0 days left
EMD
6054
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chakan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Proposed Tremix Concrete Road And Under Ground Drainage Pipe Line From Kohinoor Park To Dawadmla Road At Ward No01
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No.01 |
| 2 | Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 3 | Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 mand spreading for embankment or stacking as directed. |
| 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m)by Mechanical Means. |
| 5 | Providing drytraprubble stone soling 15cm to 20cm thick including hand packing and compacting complete. |
| 6 | Disposing of Excavated Material including loading, unloading & stacking for 3 K.M. lead etc. comlete |
| 7 | Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). |
| 8 | Providing and laying in-situM-30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement, coarse andfine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand)conforming to IS 383, usingfine andcoarseaggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curingcompound/by providing cement vata in cement Mortar 1:8of0.6 metre x 0.6 metre centre to centre, admeasuring 80milimetreat bottom and 40milimetreat top withdepth of 75milimetreand maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge. |
| 9 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 10 | Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. |
| 11 | Total Amount 1 |
| 12 | Sub Estimate No.02 |
| 13 | Filling in plinth and ing in trenches floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. |
| 14 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,excluding GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/ site, unloading and stacking etc. complete as per IS-458/1988 Note: One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below (Class \"NP-II\" 700mm Dia) (Rubber ring Joint) |
| 15 | Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (Class \"NP-II\" 700 mm Dia) (Rubber ring Joint) |
| 16 | Providingandconstructingonsewer,B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in C. C.1:2:4 proportion, finishing channels in smoothrendering,providingC.I.dapuritypesteps eachweighing 5.5kg.,1:2:4coping and providing and fixing approved make and qualityS.F.R.C.frameandcoverof56cm dia. etc. completeas directedby Engineerin- charge. |
| 17 | Refillina the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 18 | Add 12% GST |
| 19 | Add 0.50% For Labour Insurance |
| 20 | Quality Control Testing Charges |
| 21 | Total Amount 2 |
AI Tender Summary
Tender Timeline
Jul 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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