Widening And Strengthening Of Nakhatrana Beru Roha Road Ch 0 000 To 16 000 And Sukhapar Khirasar Vesalpar Approach Road Ch 0 000 To 8 900 Ta Nakhatrana Under Pmgsy Scheme In Kutch District
Tender Value
9.56 Crore
Estimated cost
Bid Submission
28 May 2021
0 days left
EMD
20.36 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
Kutch → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Of Nakhatrana Beru Roha Road Ch 0 000 To 16 000 And Sukhapar Khirasar Vesalpar Approach Road Ch 0 000 To 8 900 Ta Nakhatrana Under Pmgsy Scheme In Kutch District
BOQ
| Name of Work:- Widening & Strengthening of Nakhatrana Beru Roha Road, Ch. 0+000 to 16+000 and Sukhapar Khirasar Vesalpar Approach Road, Ch. 0+000 to 8+900, Ta- Nakhatrana, under PMGSY Scheme in Kutch District. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Description | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification .By Mechanical Means In area of non-thorny jungle | BI01010001010000000000000515BI0100001113 | 18.17 | Hect. |
| 3 | 1.02 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead & lift as per Technical Specification. | BI01010001010000000000000515BI0100001114 | 4497.5 | Sqm |
| 4 | 1.03 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location all lead & lift as per Technical Specification | BI01010001010000000000000515BI0100001115 | 88480.1 | Cum. |
| 5 | 1.04 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal all lead & lift as per Technical Specification, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification BY MECHANICAL MEANS (TCS - 1) | BI01010001010000000000000515BI0100001116 | 444.84 | Cum. |
| 6 | 1.05 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement as per Technical Specification with all lead and lift. | BI01010001010000000000000515BI0100001117 | 75674.8 | Cum. |
| 7 | 1.06 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment all lead & lift as per Technical Specification | BI01010001010000000000000515BI0100001118 | 47308 | Rmt |
| 8 | 1.07 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement and all lead & lift as per Technical Specification | BI01010001010000000000000515BI0100001119 | 23557.1 | Cum. |
| 9 | 1.08 | Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification. Modified Soil | BI01010001010000000000000515BI0100001120 | 12609.2 | Cum. |
| 10 | 1.09 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification. For Grading II Material. | BI01010001010000000000000515BI0100001121 | 11780.5 | Cum. |
| 11 | 1.1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification-including spreading in uniform thickness, hand packing, rolling-with smooth wheel roller 80-100 kN in stages to proper grade-and camber, applying and brooming, stone screening/binding-materials to fill-up the interstices of coarse aggregate, watering-and compacting to the required density grading 2 as per-Technical Specification. | BI01010001010000000000000515BI0100001122 | 7378.8 | Cum. |
| 12 | 1.11 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means all lead & lift as per Technical Specification. Low porosity | BI01010001010000000000000515BI0100001123 | 48212.3 | Sqm. |
| 13 | 1.12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom all lead & lift as per Technical Specification. | BI01010001010000000000000515BI0100001124 | 134787 | Sqm. |
| 14 | 1.13 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 as per Technical Specification. | BI01010001010000000000000515BI0100001125 | 134787 | Sqm. |
| 15 | 1.14 | 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. | BI01010001010000000000000515BI0100001126 | 134787 | Sqm. |
| 16 | 1.15 | 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 Techinical 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, | BI01010001010000000000000515BI0100001127 | 770 | Cum |
| 17 | 1.16 | Providing and fixing of a typical design of PMGSY informatory sign board. The specification and installation details of the typical sign board are given below: (i) The board will be a composite unit consisting of three plate of Aluminiums composite materials (ACM), material specifications. The top most plate will be in diamond shape of 600mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The middle plate will be 1200mm X 150mm size riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm size on back on edges. The main lower most plate will be 1500mm X 600mm size, riveted over welded M.S. angle iron frame of 25mm X 25mm X 5mm 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. 75mm X 75mm (12 SWG) sheet tubes post placed at 1125mm apart center to center. The top of the middle plate will be flushed with the top of 75mm dia. medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450mm X 450mm X 600mm below ground level. The height of bottom of the lower most plate will be 1200mm from normal ground level and the bottom of middle plate will be 100mm 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 47mm X 47mm thickness 12 SWG having a spacing of 100mm 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. Messages/Borders. All the sections of the 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. | BI01010001010000000000000515BI0100001128 | 6 | No |
| 18 | 1.17 | Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 | BI01010001010000000000000515BI0100001129 | 16 | No |
| 19 | 1.18 | Providing & fixing of typical PMGSY Citizen's information board as per drawing , 2 nos. 433 thick ACM plate of 900 X 750 mm fixed at top and bottom duly welded diagonally with MS square hollow section 75 X 75 X 5 mm thick as per standard design of national rural infrastructure development agency. Painting lettering with retroreflective sheeting class B as per drawing square hollow section post duly embadded in M20 (600 X 600 X 750 mm) | BI01010001010000000000000515BI0100001130 | 4 | No |
| 20 | 1.19 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 | BI01010001010000000000000515BI0100001131 | 10 | Sqm |
| 21 | 1.2 | 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 as per technical specification . 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001132 | 4 | No |
| 22 | 1.21 | 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 as per technical specification . Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001133 | 21 | No |
| 23 | 1.22 | 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 as per technical specification . Hectometer stone (Precast) | BI01010001010000000000000515BI0100001134 | 100 | No |
| 24 | 1.23 | Boundary Pillar Cut Stone 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. | BI01010001010000000000000515BI0100001135 | 249 | No |
| 25 | 1.24 | 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. | BI01010001010000000000000515BI0100001136 | 6100.5 | Sqm |
| 26 | 1.25 | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade | BI01010001010000000000000515BI0100001137 | 140 | No |
| 27 | 1.26 | Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(B) High Intensity Grade | BI01010001010000000000000515BI0100001138 | 142 | No |
| 28 | 1.27 | Men at work (Folding) sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 60 x 60x 60 cms. equilatrel as as per the attached drawing. pre treated with phospheting process & acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; stand post and frame febricated as per attached drawing painted with best quality epoxy coatings The details of symbol or in inscription or numerals as per attached drawing(B)High Intensity Grade | BI01010001010000000000000515BI0100001139 | 8 | No |
| 29 | 1.28 | \"Cat Eye: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM 0,4280 Type H and complying to Specifications of Category A of MORTH The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflect are of 13 Sqcm on No. side and the slope to the base shall be 35+/• 5 degree. The body of the marker should having finger grip for easy and accurate placement and application with epoxy 1 bituminous Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-ln-charge\". | BI01010001010000000000000515BI0100001140 | 1881 | No |
| 30 | 1.29 | Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom | BI01010001010000000000000515BI0100001141 | 49 | No |
| 31 | 1.3 | Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade | BI01010001010000000000000515BI0100001142 | 9 | No |
| 32 | 1.31 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structurecomprising of cement concrete 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 1000 m as per Technical Specification Clause 202 | BI01010001010000000000000515BI0100001143 | 323.07 | Cum. |
| 33 | 1.32 | Dismantling Brick/Stone Masonry, stone pitching Stone masonary Cement Mortar For Pipe Head Wall | BI01010001010000000000000515BI0100001144 | 744.66 | Cum. |
| 34 | 1.33 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification. | BI01010001010000000000000515BI0100001145 | 150 | Rmt |
| 35 | 1.34 | Earthwork in excavation for structures as per drawing and MoRD specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. | BI01010001010000000000000515BI0100001146 | 3494.71 | Cum. |
| 36 | 1.35 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10Nominal mix 1:3:6. | BI01010001010000000000000515BI0100001147 | 326.02 | Cum. |
| 37 | 1.36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (PCC M20) | BI01010001010000000000000515BI0100001148 | 1090.44 | Cum. |
| 38 | 1.37 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per technical specification, no fragment weighing less than 25 kg laid dry complete as per drawing. | BI01010001010000000000000515BI0100001149 | 441.6 | Cum. |
| 39 | 1.38 | Providing and laying reinforced cement concrete pipe NP4 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. 1000 mm dia | BI01010001010000000000000515BI0100001150 | 400 | Rmt |
| 40 | 1.39 | Plastering with cement mortar 1:4, 20mm thick on stone work on stone work in substructure as per technical specification. | BI01010001010000000000000515BI0100001151 | 543.45 | Sqm |
| 41 | 1.4 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification.50 mm thick | BI01010001010000000000000515BI0100001152 | 1473.65 | Rmt |
| 42 | 1.41 | 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 750mm dia | BI01010001010000000000000515BI0100001153 | 80 | Rmt |
| 43 | 1.42 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001154 | 1735.96 | Cum |
AI Tender Summary
Tender Timeline
May 21, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 28, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 29, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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