Repairing Of Drains , Chambers , Pipe Line Etc . In Municipal Area Reengus Work No . 7
Tender Value
16.90 Lakhs
Estimated cost
Bid Submission
30 Dec 2019
0 days left
EMD
33800
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reengus → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Of Drains , Chambers , Pipe Line Etc . In Municipal Area Reengus Work No . 7
BOQ
| Name of Work : Repairing of Drains, Chambers, Pipe Line etc. in Municipal Area Reengus | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.1 | PART- CIVIL WORK | |||
| 2 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer : Cement Concrete Grade M-15 and above and PCC blocks | 30 | P.Cum | |
| 3 | 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and\ndisposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level : In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. : Depth upto 1.5 m | 156 | P.Cum | |
| 4 | 3 | Carriage of Materials by mechanical transport including loading unloading and stacking : Earth lead upto 2 Km. | 186 | P.Cum | |
| 5 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) | 21 | P.Cum | |
| 6 | 5 | Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 200 | P.Sqm | |
| 7 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 90 | P.Cum | |
| 8 | 7 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded \n20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete : 40mm thick. | 16 | P.Sqm | |
| 9 | 8 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete | 500 | P.Kg. | |
| 10 | 9 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate, Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. | |||
| 11 | 10 | a) Standard Size 600x800mm (75mm thick) for span 300 to 450mm | 28.8 | P.Sqm | |
| 12 | 11 | b) Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | 48 | P.Sqm | |
| 13 | 12 | c) Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm | 54 | P.Sqm | |
| 14 | 13 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | 104 | P.Cum | |
| 15 | 14 | Brick masonry work in cement mortar with mechanical mixer with First class bricks (min. 10.5 Mpa) in foundation (at any level) complete as per drawing and technical specification and as per clause 1000 & 1300 of MoRT&H specification including all scaffolding material, labour, machinery but excluding pointing and plastering : In cement mortar 1:4 (1 cement : 4 coarse sand) | 26 | P.Cum | |
| 16 | 15 | Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete : Cold twisted bars | 500 | P.Kg. | |
| 17 | 16 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 6 | P.Cum | |
| 18 | 17 | Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour, scaffolding etc : 12 mm plaster on brick work | 1050 | P.Sqm | |
| 19 | 18 | Providing and constructing of RR stone masonry circular manholes of \"Type-B\" with internal dia 1.20m and depth upto 2.50m having RR stone masonry wall 300 thick upto 1.5m, 450mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) | |||
| 20 | 19 | having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately :\nManhole \"Type-B\" of depth 1.70 m | 2 | Each Manhole | |
| 21 | 20 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458- 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer : 900 mm internal diameter.\nNote : E/w to be measured and paid separately | |||
| 22 | 21 | a) 300 mm internal diameter. | 18 | P.Mtr. | |
| 23 | 22 | b) 450 mm internal diameter. | 18 | P.Mtr. | |
| 24 | 23 | b) 600 mm internal diameter. | 18 | P.Mtr. |
AI Tender Summary
Tender Timeline
Dec 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 30, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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