Department Of Local Bodies has published Laying Of Pipe Line And Construction Of C.C. Road From Roshan Kumawat To Rasgulla Factory Ward No 01, Reengus Laying Of Pipe Line And Construction Of C.C. Road From Roshan Kumawat To Rasgulla Factory Ward No 01, Reengus. Submission Date for this Tender is 05-01-2022. RCC Road Tenders in reengus Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Topographic Survey by taking longitudinal sections at every 10m interval, cross sections at every 5m interval on either side of centerline of Road including supply of detailed drawings in appropriate scale & size in soft copy & Hard copy complete all respect as per direction of Engineer and detailed alignment plans with covering all features in a width:From 10mtrs. Upto 20 mtrs. |
| 2 | Fly leveling from location of temporary bench benchmark along theproposed alignment at minimum 50 m interval & where the abrupt changed of levels including supply of drawing of L-section and levels in tabular form complete all respect as per direction of Engineer.(For disposal point of treated effluent and rising main of pipeline works etc. |
| 3 | 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 |
| 4 | 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 anddisposal of surplus excavated material at a lead upto 50m suitablesite as per direction of Engineer for following depths, below natural ground / Road top level. Depth upto 1.5 m |
| 5 | Providing granular bedding having width = outer dia of pipe (Bc) +500mm, thickness below pipe = 0.25Bc or 100mm (whichever ishigher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer 600 mm internal diameter |
| 6 | 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. Note : E/w to be measured and paid separately 600 mm internal diameter |
| 7 | Providing and constructing of RR stone masonry circular manholesof "Type-C" with internal dia 1.50m and depth upto 5.0m having RRstone masonry wall 300mm thick upto 1.5m, 450mm thick from1.50m to 2.50m and 600mm from 2.50 to 5.0m in cement sandmortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mmthick foundation including curing compaction and form work etccomplete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixingthe manhole frame and cover using stone aggregate 20mm nominalsize, 20mm thick inside and outside plaster in C. M. 1:3, insideplaster finished with floating coat of neat cement, vata in CM1:1around pipe entering and leaving the manhole and also atthejunction of masonry and concrete slab, providing and fixing of SFRCfoot steps of approved make at every 0.30m height fixed in CM 1:3,supplying and fixing heavy duty SFRC manhole frame and cover asper IS 12592 (Part I and II) having clear opening of 560mm,including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewateringcomplete as directed by the Engineer.Note:- Excavation of earth work and road cutting for manhole will bemeasured and paid separatelyManhole "Type-B" of depth 1.70 m |
| 8 | Carriage of Materials bymechanical transport includingloading,unloading and stacking ::Earth lead upto 2 km |
| 9 | Labour Charges for leakage repair in existing pipe line of AC/ DI/ CIincluding dewatering etc. complete but excluding the cost of pipes,specials, joints etc as directed by site engineer for following dia.(Earthwork to be measured and paidseparately) 80-200 mm dia |
| 10 | Labour Charges for leakage repair in existing pipe line of PVC/HDPE/ GRP including dewatering etc. complete but excluding thecost of pipes, specials, joints etc as directed by site engineer forfollowing dia. (Earthwork to be measured and paid separately) 80-200 mm dia |
| 11 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 75 mm dia |
| 12 | 90 mm dia |
| 13 | 110 mm dia |
| 14 | Providing and making flanged joints to double flanged C.I./ D.I. pipes and specials such as tees, bends, tapers, caps etc. at all level/ depths within trenches complete including all material i.e. rubber insertions, bolts & nuts etc, labour, testing of joint, commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 100 mm dia |
| 15 | 125 mm dia |
| 16 | 150 mm dia |
| 17 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. |
| 18 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material |
| 19 | 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). |
| 20 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 |
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