Housing Urban and Rular Development Government Departments Closing in 0 days TDR #44586374

Tender For Construction Of 25.00 Mtr Span Bridge Over Narellue Nallah At Rd 1/480 On Sihunta To Jolna Khas Road

Issued by Government Departments · dalhousie, Himachal Pradesh
Tender Value
2.02 Crore
Estimated cost
Bid Submission
27 Aug 2024
0 days left
EMD
4.05 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
dalhousie → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 25.00 Mtr Span Bridge Over Narellue Nallah At Rd 1/480 On Sihunta To Jolna Khas Road

BOQ

Name of Work: Construction of 25.00Mtr Span Bridge over Narellue Nallah at RD 1/480 on Sihunta Jolna khas Road under PMGSY-III (Batch-II, 2023-24) Package No. HP-02-23A
Sl. No. Item Description
1Earthwork in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock, hard rockchiseling/ wedging out rocks (where blasting is prohibited) as per drawing and MORD technical specification section 300 and 1600 and as per the directions of the Engineer-in-Charge including setting out, shoring and bracing, removal of stumpsand other deleterious materials and disposal of materials upto any lead andlift including dressing of sides and bottom and back filling in trenches with excavated suitable/ approved materials to the original surfacein layers not exceeding 150 mm (one hundred fifty millimetres) compactedthicknessincludingshoring and struttingand pumping and bailingout water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directionof Engineer -in- Chargeincluding carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
2Earth work in excavationfor alltype ofbridge structure in all type of classification of soilcomprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited)as per drawings and MORTH technical specifications section 304 and as per direction ofthe Engineer-Incharge by mechanical means/manualincluding setting out, construction of shoring and bracing , removal of stumpsand other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewateringas per direction of Engineer-in-charge, includingcarriage of useful material or disposal of surplus materials within all leads and liftsand other incidental to the disposal site. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
3Providing and laying mechanically mixed and vibratedplain cement concrete nominal mix 1:4:8 ( one cement is to four sand is to eight gradedcrushed stone aggregate 40mm (forty millimeters) nominal sizein or on groundor under water and curing complete, in retaining walls, breast walls, for all type of structure including pumping or bailing out water (surface and sub soil water) dewatering upto all depths and any quantum of water including removal of slush which may arise at the time of laying concrete complete for all heights /depths including the cost of form work complete as per drawing and MORD technical specification section 800, 900, 1200 and 1600as per the direction of Engineer-in-Charge including carriage of materialswithin all leads , lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
4Providing and laying100mm (one hundred millimeter) dia PVC pipe weep holes in brick masonry/stone masonry, plain/ reinforced concrete, abutments, wing walls, return walls and retaining/breast walls etcetera extending through the full width of the structure with slope I(V):20(H) (one vertical isto twenty horizontal) towards draining face complete as per drawing and MORD technical specification section 700and 1200 or as per direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidentals.The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
5Back filling with granular material behindabutments, wing walls, return walls and retaining wallscomplete as per drawingandM.O.R.D. technical specification section 1200 and1600 or as per the direction of Engineer - in- Charge, including carriage of materials within all leads and liftsand other incidental . The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
6Providing and laying mechanically mixed and vibrated concrete for plaincement concrete inopen foundation for all type of structurecomplete using plain cement concrete M-10 (M-Ten) grade nominal mix 1: 3: 6 ( One cement : 3 sand : 6 graded crushed/broken stone aggregate 20mm(twenty millimeter) nominal size inor under waterandcuring complete including pumpingor bailing out water, dewateringremoval of slush as required at site which may arrise at the time oflaying concreteunder water completefor all heights/ depths includingthe cost of form workas per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge and carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
7Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in sub -structure for all type of structure complete ofgrade M-15 (M-fifteen) designed mixwith cement contents not less than 275 kg (two hundred seventy five kilogram) per cubic metre withcrushed stone aggregate40mm (forty millimeters) nominal sizeon ground or under water and curing completeincluding pumping or bailing out water (surface and sub soil water) dewatering of slushwhich may arise at the time of layingconcrete complete for all heights /depths including the cost of form workbelow approach slabcomplete as per drawing and MORD technical specification 800,900 and 1200or as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
8Providing and laying mechanically mixed and vibrated cement concrete in sub-structure using grade M-20 ( M-Twenty) designed mix with cement contents not less than 330kg (three hundred thirty kilograms) per cubic metre with 20mm(Twenty milimetres) nominalsize graded crushed stone aggregate as per drawings and MORTH technical clause 1500,1700 and 2100 including the cost ofform work but excluding the cost of reinforcement for reinforced concrete work in sub structure, abutment etcetra and curing complete includingcarriage of materials in all kinds of leads, lifts and other incidental andas per the entire satisfaction and directions of Engineer-in-Charge.The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
9Furnishing and placing reinforced cement concrete bymechanically mixed and vibrated reinforced cement concrete in super-structure as per drawing and MORTH technical specification section 1500, 1700 and 2300 with M-25 (M-Twenty five) grade designed mix with cement contents not less than of 400 Kg (Four hundredkilograms) per cubic metre with20mm (Twenty millimetres) nominal size graded crushed stone aggregateincluding curing complete(extra cement as per design mix above the minimum cement contents specified shall not be paid extra) including cost of form work but excluding the cost of reinforcement for reinforced concrete work in deck slab and wheel guard in bridge workas per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
10Providing and laying mechanically mixed and vibrated reinforced cement concreteM-30(Thirty) grade designed mix with cement contents not less than 407 Kgs (Four hundred sevenkilograms) per cubic metre with 20mm(Twenty milimetres) nominalsize graded crushed stone aggregate and curing complete as per drawings and MORTH technical specification for Rural Roads section 1500,1700 and 2200 in bed block, dirt walls including the cost of form work and reinforcement for reinforced concrete work andcarriageof materials in all kinds of leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge .The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
11Providing and laying mechanically mixed and vibrated reinforced cement concrete designed mix in super structure to obtained minimum compressive strength ofgrade M-30 (M-Thirty) using cement contents not less than of 407 Kgs (Four hundred seven kilograms) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate (extra cement as per design mix above the minimum cement contents specified shall not be paid extra) and curing complete in approach slab including cost of form work and reinforcement complete with bending, binding, placing in position of bars with cost of binding wire as per drawings and MORTH technical specificationssection / clause 1500, 1600 1700 and 2700 and as directed by the Engineer-In-charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
12Supplying fitting and placing HYSD barreinforcement (Fe-500D)in sub structure complete as per drawing and MORTHtechnical specifications section 1600 and2200 including cutting, bending, binding, straightening and placing in position complete in bridge work in all respect including cost of binding wire upto all height and depth as directed by theEngineer-in-chargeincluding carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
13Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and MORTHtechnical specifications section 1600 and 2300 including cutting, bending, binding,straightening and placing in position complete in bridge work in all respect including cost of binding wire upto all heights and depths as directed by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
14Providing and laying 50 mm(fifty millimetre)thick mastic asphalt wearing course on top of slab using paving grade bitumen VG-30 (Viscosity Grade- Thirty)meeting the requirements given in table 500-29 including roughening of surface with wire brushcleaning the surface applying a thin bitumenous tack coat of VG-30 (Viscosity Grade- Thirty) grade bitumen at the rate of 0.325 kg ( zero decimal three two five kilogram) per square metre . After applying tack coat fixing chicken meshreinforcement of 1.50 mm ( one point five zero millimetre) dia steel wire hexagonal or rectangular opening 20-25 mm ( twenty to twenty five millimetre)before pouring mastic asphalt prepared using mastic cooker for heating coarse aggregate, filler and bitumen as per section 500 of MORTH specification laid to required level and slope including providing antiskid surface with a layer of hard stoneaggregate 13.2mm (thirteen point two millimetre) of 9.5 mm ( nine point five millimetre)nominal size as per direction of Engineer-in-Charge precoated with VG-30 (VG-thirty) grade bitumen applied at the rate of 0.005 cum ( Zero point zero zero five cubic metre) per ten square metre and rolled or pressed into surface at approximate spacing of 10 cm (ten centimetre) centre to centre in both directions, when thetemperature of sufaces is not less than 100 deg C ( one hundred degree celcius) protruding 1mm ( one millimetre ) to 4mm (four millimetre) over mastic surface all complete as per section 500including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
15Providing and fixing drainage spouts complete with 100mm ( one hundred millimetre )dia galvanizedmild steeldown pipe corrosion resistant structural steel gratingcomplete as per drawing andMORD technical specifications section 1209 andas per the direction of Engineer-in- Charge including carriage of materials within all leads , liftsand other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
16Construction of reinforcement cement concrete railing of M-30(M-thirty) gradedesigned mix with minimum cement contentsnot less than 407 kg (four hundred seven kilogram) per cubic metrewith 20mm (twenty millimetre) nominal size aggregatetrue to line and grade , tolerance of verticalrailingpost not to exceed 1 in 500(one in five hundred) centre to centre spacing between vertical posts not to exceed 2000 mm (two thousand millimetre) leaving adequate space between vertical post for expansion complete including the cost of reinforcement, form work and curing complete as per approved drawing and MORTH technical specifications clause / section 2703, 1500, 1600and 1700 and asdirected by the Engineer-in-charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
17Providing and laying of strip seal expansion joint catering to maximum horizontal movement upto 70mm ( seventy millimetre) compete as perdrawings No:- PW/SEVII/Bridge/2024-25/86 (1) and MORTH specification section 2600and as per direction of Engineer is Charge with in all leads lifts and other incidentals .The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
18Providing and filling joint Sealingcompound as per drawing andMORD. technical specifications clause 1207.2.2 with coarse sand and 6% ( Six percent) bitumen by weight complete in all respect as per drawings, design and the direction of Engineer-in-Charge including carriage of materials within all leads and liftsand other incidental . The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
19Providing and layingin position 20mm (Twenty milimetres) thick pre-mouldedjointfiller in expansion joint for fixed ends ofsimply supported spans coveredwith sealant complete as per drawing and M.O.R.D. technical specifications clause 1207.2.2 complete in all respect including carriageof material within all leads, lifts and other incidentalsas per the entire satisfaction and direction ofEngineer – in- Charge. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
20Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(eighty three) (Pt-1) section IX and 2003 of MORTHspecification complete including all accessories as per drawing andtechnical Specificationas per the direction of Engineer-in-Charge includingcarriage of material within all leads, lifts,and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
21Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83 (eighty three) (Pt-1) section IX and clause 2003 of MORTHspecification complete including all accessories as per drawing andtechnical Specifications as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
22Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted in layer of 150mm (Onehundred fiftymillimetre) thickness to meet requirement of Tables 300.1 and 300.2 as per MORDTechnical Specification Clause 301 & 1603 as per direction of Engineer - in- Charge, including carriage of materials within all leads and liftsand other incidental . The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
23Construction of granular sub-base 150 mm ( one hundred fifty millimetre) thick by providing well graded materials, as per table 401 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with three wheel 80-100 ( Eighty- one hundred) KN staticroller to achieve thedesired density, complete as per MORD technical specification section 400 for grading-I materials as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
24Providing, laying, spreading and compacting by mechanical meanscrushedstone aggregate size 63 mm to 45 mm ( sixty three millimetre to forty five millimetre) grading -II 75 mm ( seventy five millimetres) consolidated thicknessto water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with threewheel 80-100 ( eighty - one hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2 mm(eleven point two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre)per ten square metre andbinding material at the rate of 0.06 cum ( zero point zero six cubic metre) per ten square metre to fill-up the interstices of coarse aggregate, watering and compacting to the required density complete as per MORD technical specification section 400materials as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
25Providing, laying, spreading and compacting by mechanical means of crushed stone aggregates of size 53 mm to 22.4 mm ( fifty three millimetre to twenty two point four millimetre) Grading-III 75 mm (seventy five millimetre)consolidated thicknessto water bound macadam specification including spreading in uniform thickness, using template hand packing, rolling with threewheel 80-100 ( eighty - one hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone crushable screening type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.18 cum ( zero point one eight cubic metre) per ten square metre andto fill-up the interstices of coarse aggregate, watering and compacting to the required density complete as per MORD technical specification section 400 and as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
26Providing and applying primer coat with Bitumen emulsion (SS-1) onprepared surface of granular base including cleaning of road surface with hydraulic brooms and spraying primer @ 0.85 Kg per Sqm.(Zero point eight fivekilogram) per square metre using mechanical meansbitumen emulsion pressure distributor complete as perMORD technical specifications section 500or as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
27Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg (Zero point two seven five kilogramme ) per sqaure metre on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per drawing and MORD Technical Specification section 500 or as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.
28Providing laying and rolling of close-graded Mix- Seal Surfacing material of 25mm(twenty millimetre) thickness composed of 11.2 mm to 0.9 mm(eleven point two to zero point nine millimetre) (Type-A) @ 0.338 kg (at the rate of zero point three three eight kilogramme )per ten square meter aggregate using penetration grade bitumenbinders content @ 27.50 kg/10 sqm(at the rate of twenty seven point fivezero kilogramme) or 5.11%( five point one one percent) by weight and minimum density of MSS should be 2.10 gm/cc(two point ten gram centre to centre) to required line, grade and level to serve as weaing course on a previously prepared base including mixingin a suitable plant laying and rolling with a three wheel 8-10(eight - ten) kn static roller and finishing to required level and grade as per technical specificaition clause 509 as per the direction ofEngineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana toll tax or any other taxes imposed by the Government but excluding GST.

AI Tender Summary

OUR REF NO 44586374
AUTHORITY Government Departments
TENDER VALUE 2.02 Crore
LAST DATE 27-08-2024
Authority
Authority Name Public Works Department
Work Description Construction Of 25.00 Mtr Span Bridge Over Narellue Nallah At Rd 1/480 On Sihunta To Jolna Khas Road
Basic Detail
Tender No NIT No. 3908-937 dated 26.07.2024
Bidding Type Tender
Location
City dalhousie
State Himachal Pradesh
Key Dates
Publish Date 05 Aug 2024
Submission Date 27 Aug 2024
Open Date 27 Aug 2024
Finance
Tender Value 2.02 Crore
Tender Fee 5000
EMD 4.05 Lakhs
Exemption Not Available
Document List
7f0042f4-4dfc-4943-afe2-0dcb6851ad82.html
BOQ_212668.xls
sbd.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 05, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 27, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

7f0042f4-4dfc-4943-afe2-0dcb6851ad82.html

xls

BOQ_212668.xls

pdf

sbd.pdf

pdf

Tendernotice_1.pdf

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