Re Invited 3 Call Pmgsy Batch Ii Gj0606p3 Upgradation And Maintanance Of Various Road Of Bhavnagar District 1 . Mrl07-Timbi Piprali Malpara Road 2 . Mrl02-Panchtalavada Zanzmer Vavadi Road 3 . Mrl05-Panvi Lundhara Datretiya Road Km 4 . Mrl03-Kanpart Pipal
Tender Value
13.58 Crore
Estimated cost
Bid Submission
03 May 2021
0 days left
EMD
27.17 Lakhs
Bank guarantee accepted
Document Fee
18000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BHAVNAGAR → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re Invited 3 Call Pmgsy Batch Ii Gj0606p3 Upgradation And Maintanance Of Various Road Of Bhavnagar District 1 . Mrl07-Timbi Piprali Malpara Road 2 . Mrl02-Panchtalavada Zanzmer Vavadi Road 3 . Mrl05-Panvi Lundhara Datretiya Road Km 4 . Mrl03-Kanpart Pipal Totaniyala Jaliya Road Km
BOQ
| Name of Work: Upgradation and Maintanance of Various Road of Bhavnagar District Under PMGSY-III, Batch-II (2020-21) of 1.MRL07-Timbi piprali Malpara Road Km.0/000 to 11/00 Ta-Umrala, 2.MRL02-Panchtalavada Zanzmer Vavadi Road Km.0/000 to 5/900 Ta-Umrala , 3.MRL05-Panvi Lundhara Datretiya Road Km. 0/0 to 7/350 Ta.Vallabhipur,& 4.MRL03-Kanpart Pipal Totaniyala Jaliya Road km. 0/0 to 8/30 Ta. Vallabhipur Package No.GJ0606P3 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto aall lead . including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification.By Mechanical Means | item1 | 18.04 | Hectar |
| 2 | 2 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead and lift. as per Technical Specification. | item2 | 67583 | Sqm |
| 3 | 3 | Construction of embankment with approved material obtained from borrow pits with all lead and lift. transporting to site, spreading, grading to required slope and compacting to meet requirement with all lead lead as per Technical Specification. | item3 | 52298.1 | Cum |
| 4 | 4 | Excavation for road way in soil by mechanical means including and pushing the earth to site of embankment upto all distance. including trimming bottol and side slopes in accordance with requirement of lines, grades and cross-sections. | item4 | 41358 | Cum |
| 5 | 5 | Construction of granular sub-base by providing well graded material, mixing spreading in uniform layers with motor grader on prepared surface mixing by mix in place method rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. (Grading II Materials ) | item5 | 17195 | Cum |
| 6 | 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Technical Specification.(By Mechanical mens with all lead and lift. | item6 | 21064 | Cum |
| 7 | 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per technical Specification. M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification. | item7 | 1845.2 | Cum |
| 8 | 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means. As per technical Specification. | item8 | 163966 | Sqm |
| 9 | 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen (VG-30) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification.\n(B) By Mechanical means\nBitumen (VG-30) | item9 | 163967 | Sqm |
| 10 | 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification. | item10 | 163966 | Sqm |
| 11 | 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification.\n(B) By Mechanical means\nBitumen (VG-30) | item11 | 163967 | Sqm |
| 12 | 12 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. 5th Kilometre Stone (precast) | item12 | 6 | No |
| 13 | 13 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. Ordinary Kilometer Stone (Precast) | item13 | 26 | No |
| 14 | 14 | Temporary Benchmark\nReinforced cement concrete M15 grade The rate analysis for a typical benchmark as per Drawing., fixed in position including finishing and lettering & painting as per drawing and Technical Specification Clause. | item14 | 31.3 | No |
| 15 | 15 | Providing and fixing of a typical design of PMGSY Informatory Sign Board “The board will be a composite unit consisting of three plates of Aluminum Composite Materials (ACM), material specifications as per . The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart Centre to Centre. The top of the middle plate will be flushed with the top of 75 mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond Shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. ii). the lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per technical specification. Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.” | item15 | 8 | No |
| 16 | 16 | Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide as per specification, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. | item16 | 570 | Sqm |
| 17 | 17 | Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide as per specification, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification. | item17 | 19.7 | Sqm |
| 18 | 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification. 200 m stone (precast) | item18 | 296 | No |
| 19 | 19 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification. | item19 | 1302 | No |
| 20 | 20 | Providing and laying of Hot Applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. & finished surface to be level, uniform and free from streaks and holes | item20 | 1564 | Sqm |
| 21 | 21 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead . as per Technical Specification. Rubble Stone Masonry in Cement Mortar | item21 | 354.2 | Cum |
| 22 | 22 | Dismantling of existing structures like culverts, bridges, retaining walls 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 as per Technical Specification.\n(A) By Mechanical In Cement Concreete. | item22 | 171.8 | Cum |
| 23 | 23 | Removing all types of Hume pipes and stacking within aall lead, including Earthwork and Dismantling of Masonry Works as per Technical Specification. Diameter 600mm to 900mm | item23 | 142.5 | Rmt |
| 24 | 24 | Earthwork in excavation for structures as per drawing and technical specifications. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto aall lead., dressing of sides and bottom and backfilling in trenches with excavated suitable material. | item24 | 2148 | Cum |
| 25 | 25 | Earthwork in excavation for structures as per drawing and technical specifications. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto aall lead., dressing of sides and bottom and backfilling in trenches with excavated suitable material.\n(ii) Ordinary rock - Not requiring Blasting | item25 | 1513 | Cum |
| 26 | 26 | Earthwork in excavation for structures as per drawing and technical specifications. including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto aall lead., dressing of sides and bottom and backfilling in trenches with excavated suitable material.\n(ii) Hard rock (blasting prohibihited) | item26 | 113 | Cum |
| 27 | 27 | Providing concrete P.C.C grade M 15 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. | item27 | 698.2 | Cum |
| 28 | 28 | Providing concrete P.C.C grade M 20 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. | item28 | 4661.8 | Cum |
| 29 | 29 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Upto all Height.\n(IV)R.C.C. grade M 25 | item29 | 21.6 | Cum |
| 30 | 30 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications.\n(II) R.C.C. M-25 | item30 | 67 | Cum |
| 31 | 31 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. | item31 | 53.4 | Cum |
| 32 | 32 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. | item32 | 23.4 | Cum |
| 33 | 33 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications. | item33 | 26.7 | MT |
| 34 | 34 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification. | item34 | 4.338 | MT |
| 35 | 35 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications. | item35 | 11.3 | MT |
| 36 | 36 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per specifications. (1000 mm Dia) | item36 | 327.5 | Rmt |
| 37 | 37 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per specifications. 1200 Dia. | item37 | 170 | Rmt |
| 38 | 38 | Fillling in foundation trenches as per drawing and technical specification. Sand filling | item38 | 5790 | Cum |
| 39 | 39 | Providing and Fixing FLOOD GAUGE POST conferming to IRC-67-2001 using Engineering grade retro reflective sheeting including lettering and border as directed for New Structure. | item39 | 24 | No |
| 40 | 40 | Providing Crash barrier including ISMB 150 section 2.5 meter C/C 1:5 meter in length and W shape GI 3 mm plate in single rows including providing 1:5:10 PCC and 1:2:4 UCC for RCC work steel reinforcement etc.. as per detailed drawing providing and fixing with nuts & bolts welding as required and one coat of redoxide and two coat of approved oil paint etc. complete. | item40 | 182 | Rmt |
| 41 | 41 | Providing and laying weep hole in Abutments and returns by using A.C.pipe of 100mm.dia.incl.laying in proper grade and jointing the completed as per detailed specification. | item41 | 1215 | No |
| 42 | 42 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | item42 | 84 | No |
| 43 | 43 | Providing and laying fileter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification. | item43 | 48.8 | Cum |
| 44 | 44 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications. | item44 | 30 | Rmt |
| 45 | 45 | Filler Joint \nProviding and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications | item45 | 69.6 | Rmt |
| 46 | 46 | Drainage spouts complete as per drawing and technical specifications . | item46 | 8 | Rmt |
| 47 | 47 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. Granular Material | item47 | 403 | Cum |
| 48 | 48 | Providing temporary all weather and fair weather diversion suitable for traffic during the construction Period of the bridge / Slab drain including providing necessary drains and all safety measures including red lamps / signals at night for traffic etc. complete.. | item48 | 2 | No |
AI Tender Summary
Tender Timeline
Apr 27, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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