Widening And Strengthening Of Sh 130 Fatepur Solaya Samau Harnahoda Mdr 12 , Ch . 0 000 To 11 770 Ta Mansa Under Pmgsy Scheme In Gandhinagar District
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Ref. Documents
Estimated cost
Bid Submission
15 Apr 2021
0 days left
EMD
9.52 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gandhinagar → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Widening And Strengthening Of Sh 130 Fatepur Solaya Samau Harnahoda Mdr 12 , Ch . 0 000 To 11 770 Ta Mansa Under Pmgsy Scheme In Gandhinagar District
BOQ
| Name of Work: Widening & Strengthening of SH-130 - Fatepur - Solaya - Samau Harnahoda - MDR 12, Ch. 0+000 to 11+770, Ta- Mansa, under PMGSY Scheme in Gandhinagar 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, with all lead and lift 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 | 8.83 | Hect. |
| 3 | 1.02 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lead and lift m as per Technical Specification | BI01010001010000000000000515BI0100001114 | 41195 | 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 with all lead and lift as per Technical Specification | BI01010001010000000000000515BI0100001115 | 66048.5 | Cum. |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001116 | 46233.9 | Cum. |
| 6 | 1.05 | 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 with all lead and lift as per Technical Specification | BI01010001010000000000000515BI0100001117 | 23540 | Rmt |
| 7 | 1.06 | 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 with all lead and lift as per Technical Specification | BI01010001010000000000000515BI0100001118 | 7135.27 | Cum. |
| 8 | 1.07 | Construction of sub-base using lime-flyash admixture with granular soil, free from organic matter/deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50 per cent, flyash to conform to gradation as per Technical Specification of IRC:SP:20, lime+flyash content ranging between 10 to 30 per cent, the minimum un-confined compressive strength and CBR value after 28-days curing and 4-days soaking to be 0.75 MPa and 25 per cent respectively, all as specified in IRC:88 with all lead and lift m as per Technical Specification | BI01010001010000000000000515BI0100001119 | 8121.3 | Cum. |
| 9 | 1.08 | 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 Technical Specification For Grading II Material. | BI01010001010000000000000515BI0100001120 | 5737.88 | Cum. |
| 10 | 1.09 | 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 | BI01010001010000000000000515BI0100001121 | 9710.25 | Cum. |
| 11 | 1.1 | 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 as per Technical Specification Low porosity | BI01010001010000000000000515BI0100001122 | 71208.5 | Sqm. |
| 12 | 1.11 | 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 as per Technical Specification | BI01010001010000000000000515BI0100001123 | 71208.5 | Sqm. |
| 13 | 1.12 | 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 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 Type A as per Technical Specification | BI01010001010000000000000515BI0100001124 | 71208.5 | Sqm. |
| 14 | 1.13 | 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 | BI01010001010000000000000515BI0100001125 | 71208.5 | sqm |
| 15 | 1.14 | \"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 Technical Specification. 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 No.. 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\". | BI01010001010000000000000515BI0100001126 | 3 | No. |
| 16 | 1.15 | Providing & fixing logo Board of Pradhan Mantri Gram Sadak Yojna as per standard design of National Rural road Development Agency diamond size (600 X 600mm) 1.5mm thick plate & board size (900 X 250mm) 1.5mm thick M.S. plate and 2.4m deep length single angle 75 X 75 X 6 size incl. fitting & painting lettering with luminous colour as per drawing include fixing in C.C. 1:3:6 etc. comp. | BI01010001010000000000000515BI0100001127 | 7 | No. |
| 17 | 1.16 | Providing and fixing of typical PMGSY citizen's information sign board as per drawing, two MS Plates of 1.6mm thick of 900 X 750mm fixed of top 7 bottom duly welded diagonally with MS angle at 25X25X5mm thick MS flat shall be welded by two vertical MS flat 5mm thick to 75X75mm at 12swg.square tubes post duly embedded 600X600X750mm below ground level printing new letter and figures of any shed with ready mix synthetic enamel paint of superior quality in required shed with ready mix synthetic enamel paint of superior quality in required shed and color all section at frame post & steel square tubes will be painted with primer and two coat of epoxy paint | BI01010001010000000000000515BI0100001128 | 2 | No. |
| 18 | 1.17 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Technical 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 Technical Specification. | BI01010001010000000000000515BI0100001129 | 5 | Sqm |
| 19 | 1.18 | 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, 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001130 | 2 | No. |
| 20 | 1.19 | 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) | BI01010001010000000000000515BI0100001131 | 10 | No. |
| 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 Technical Specification, Hectometer Stone (Precast) | BI01010001010000000000000515BI0100001132 | 47 | No. |
| 22 | 1.21 | 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 | BI01010001010000000000000515BI0100001133 | 117 | No. |
| 23 | 1.22 | 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. | BI01010001010000000000000515BI0100001134 | 3432.92 | sqm |
| 24 | 1.23 | 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 No. leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade | BI01010001010000000000000515BI0100001135 | 16 | No. |
| 25 | 1.24 | Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminum 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 reflective sheeting as per Technical Specification ; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. The details of symbol foreach 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 60 Cms. for each leg including excavation, curing etc. complete under the supervision of engineer in charge.(B) High Intensity Grade | BI01010001010000000000000515BI0100001136 | 126 | No. |
| 26 | 1.25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Technical Specification fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification (Men at work sign board) | BI01010001010000000000000515BI0100001137 | 4 | No. |
| 27 | 1.26 | 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 each 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. | BI01010001010000000000000515BI0100001138 | 889 | No. |
| 28 | 1.27 | 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 | BI01010001010000000000000515BI0100001139 | 20 | No. |
| 29 | 1.28 | 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 perTechnical Specification 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 | BI01010001010000000000000515BI0100001140 | 4 | No. |
| 30 | 1.29 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising 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 | BI01010001010000000000000515BI0100001141 | 44.55 | Cum. |
| 31 | 1.3 | Earthwork in excavation for structures as per drawing and Technical Specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal with all lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary soil Upto 3 m depth. | BI01010001010000000000000515BI0100001142 | 176.31 | Cum. |
| 32 | 1.31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification P.C.C grade M 10Nominal mix 1:3:6. | BI01010001010000000000000515BI0100001143 | 18.48 | Cum. |
| 33 | 1.32 | Plastering with cement mortar 1:4, 20mm thick on stone work on stone work in substructure as per technical specification. | BI01010001010000000000000515BI0100001144 | 44.07 | Sq.m. |
| 34 | 1.33 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per technical specification | BI01010001010000000000000515BI0100001145 | 23.64 | Rmt |
| 35 | 1.34 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry | BI01010001010000000000000515BI0100001146 | 48.9 | Cum. |
| 36 | 1.35 | \"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 | BI01010001010000000000000515BI0100001147 | 15 | Rmt |
| 37 | 1.36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification (PCC: M20) | BI01010001010000000000000515BI0100001148 | 119.16 | cum |
AI Tender Summary
Tender Timeline
Apr 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 15, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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