Himachal

Financial Eval

Works

Civil Works - Roads

Balance work of Construction of road from Gallu to Khill Km 0/00 to 1/800 (PDNA)

Public Works Department

Palampur | Kangra, Himachal Pradesh

Amount: ₹24.9 LCloses: 24 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed24 Mar 2026
Technical Evaluation25 Mar 2026
Financial Evaluation25 Mar 2026
Award—

Bids

Percentage

2 Bids25 Mar 2026

#	Company	Amount	Rank	Status
1	Chander Shekhar Singh L1₹25.8 LAccepted-Finance	₹25.8 L	L1	Accepted-Finance The bidder is found L1
2	Sanjeev L2₹26.1 L+₹30,823.35 (1.20%)Rejected-Finance	₹26.1 L+₹30,823.35 (1.20%)	L2	Rejected-Finance The bidder is found L2

Tender Value

₹24.9 L

EMD Value

₹50,000

Closing Date

24 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Er. Vineet Kumar Sharma, EE

Address

Executive Engineer, Palampur Division,HP.PWD Palampur

Work Description

SW- P/L G-II, G-III, C/o CC Pavement at RD 1/550 to 1/750, P/F Crash Barrier at RD 1/100 to 1/160, P/L B.C from RD 0/880 to 0/990)

Tender Information

Tender ID

2026_PWD_131808_1

Reference Number

EE PLP NIT No. 20947-997 dated 13.03.2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

90 days

Location

Palampur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical

RequiredCopy of online receipt of EMD and Cost of tender form (.pdf)

RequiredContractor Registration in PWD (.pdf)

RequiredGST Registration, PAN Number (.pdf)

RequiredWork done certificate as per SBD (.pdf)

RequiredAffidavit that the information submitted with the bid are true (.pdf)

RequiredAffidavit regarding near relative working in the PWD (.pdf)

RequiredAffidavit regarding not more than two works in hand (.pdf)

RequiredList of machinery and Equipment as per SBD (.pdf)

RequiredHot mix plant , Paver is required with in radius of 35 KM of location . (.pdf)

RequiredForm 7/8 duly signed by the Contractor (.pdf)

RequiredCopy of EPF (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹50,000

Important Dates

Last Activity

25 Mar 2026

Published

19 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

19 Mar 2026

Download Ends

24 Mar 2026

Submission Starts

19 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per technical specification clause 1603.1 as per the entire satisfaction and direction of Engineer-in-Charge. The rate includes octroi, royality, Malkana, Tol tax, GST or any other taxes imposed by the Government.
2Earth work 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 rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and 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 materials 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 quantum of water including cleaning of slush which may arise out during dewatering or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
3Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 (zero decimal zero six) cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
4Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. 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 0.18 cyn (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials within all leads , lifts and other incidentals or as per the directiones of Engineer-In-Charge. The rate includes octroi,royality,Malkana,Tol tax, GST or any other taxes imposed by the Government.
5Construction 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 Clause 1501.2.2 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 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
6Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation as per drawing and technical specificationi section 800, 1200 & 1600 for nominal mix 1: 5: 10 (one cement: five sand : ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete, including the cost of form work in Retaining Wall, Breast Wall etcetera, complete as per the direction of Engineer-in-Charge; as per the drawing and hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
7Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) dia P.V.C. pipe extending through the full width of the structures with slope of 1(V): 20(H) towards draining face complete as per drawing and M.O.R.D.technical specification section 700 & 1200 and as per the directions of Engineer-in-Charge including carriage of material in all leads and lifts and other incidentals complete and as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. .
8Back filling with granular material behind abutment, wing wall and return wall to the full height compacted to a firm condition complete or as directed by the Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The work should be done as per MORTH technical specification clauses 710.1.4 of IRC: 78 & 2200. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
9Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 20 mm (twenty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, toll tax, or other taxes imposed by the government.
10Prviding and errecting of "W" metal beam crash barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam rail, 70 cm (seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post. 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) spaced 2 mtr.(two metre) center to center, 108 Mtr.(one hundred eight metre) high, 1.10Mtr.(one point ten metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting confirm to IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) long complete clause 810 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.63 MB

BOQ_194913.xls

BOQ • 0.25 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

Chander Shekhar Singh

L1₹25.8 LAccepted-Finance

Sanjeev

L2₹26.1 L+₹30,823.35 (1.20%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per technical specification clause 1603.1 as per the entire satisfaction and direction of Engineer-in-Charge. The rate includes octroi, royality, Malkana, Tol tax, GST or any other taxes imposed by the Government.
2Earth work 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 rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and 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 materials 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 quantum of water including cleaning of slush which may arise out during dewatering or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
3Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 (zero decimal zero six) cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
4Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. 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 0.18 cyn (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials within all leads , lifts and other incidentals or as per the directiones of Engineer-In-Charge. The rate includes octroi,royality,Malkana,Tol tax, GST or any other taxes imposed by the Government.
5Construction 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 Clause 1501.2.2 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 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
6Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation as per drawing and technical specificationi section 800, 1200 & 1600 for nominal mix 1: 5: 10 (one cement: five sand : ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete, including the cost of form work in Retaining Wall, Breast Wall etcetera, complete as per the direction of Engineer-in-Charge; as per the drawing and hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.
7Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) dia P.V.C. pipe extending through the full width of the structures with slope of 1(V): 20(H) towards draining face complete as per drawing and M.O.R.D.technical specification section 700 & 1200 and as per the directions of Engineer-in-Charge including carriage of material in all leads and lifts and other incidentals complete and as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. .
8Back filling with granular material behind abutment, wing wall and return wall to the full height compacted to a firm condition complete or as directed by the Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The work should be done as per MORTH technical specification clauses 710.1.4 of IRC: 78 & 2200. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.
9Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 20 mm (twenty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, toll tax, or other taxes imposed by the government.
10Prviding and errecting of "W" metal beam crash barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam rail, 70 cm (seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post. 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) spaced 2 mtr.(two metre) center to center, 108 Mtr.(one hundred eight metre) high, 1.10Mtr.(one point ten metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting confirm to IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) long complete clause 810 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per technical specification clause 1603.1 as per the entire satisfaction and direction of Engineer-in-Charge. The rate includes octroi, royality, Malkana, Tol tax, GST or any other taxes imposed by the Government.

2Earth work 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 rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and 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 materials 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 quantum of water including cleaning of slush which may arise out during dewatering or as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.

3Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 (zero decimal zero six) cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.

4Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III 75mm (seventy five millimetre) thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. 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 0.18 cyn (zero point eighteen cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 including carriage of materials within all leads , lifts and other incidentals or as per the directiones of Engineer-In-Charge. The rate includes octroi,royality,Malkana,Tol tax, GST or any other taxes imposed by the Government.

5Construction 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 Clause 1501.2.2 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 14days using curing compound (where specified) and water finishing lines and grade as per drawing and Technical specification clause 1501. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.

6Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation as per drawing and technical specificationi section 800, 1200 & 1600 for nominal mix 1: 5: 10 (one cement: five sand : ten graded crushed stone aggregate 40mm (forty millimeters) nominal size and curing complete, including the cost of form work in Retaining Wall, Breast Wall etcetera, complete as per the direction of Engineer-in-Charge; as per the drawing and hauling /carriage of labour, equippments and materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, GST, toll tax, or other taxes imposed by the government.

7Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetre) dia P.V.C. pipe extending through the full width of the structures with slope of 1(V): 20(H) towards draining face complete as per drawing and M.O.R.D.technical specification section 700 & 1200 and as per the directions of Engineer-in-Charge including carriage of material in all leads and lifts and other incidentals complete and as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. .

8Back filling with granular material behind abutment, wing wall and return wall to the full height compacted to a firm condition complete or as directed by the Engineer-in-Charge, including carriage of materials within all leads lifts and other incidental. The work should be done as per MORTH technical specification clauses 710.1.4 of IRC: 78 & 2200. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.

9Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 20 mm (twenty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, toll tax, or other taxes imposed by the government.

10Prviding and errecting of "W" metal beam crash barrier comprising of 3mm (three millimetre) thick corrugated sheet metal beam rail, 70 cm (seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post. 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) spaced 2 mtr.(two metre) center to center, 108 Mtr.(one hundred eight metre) high, 1.10Mtr.(one point ten metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting confirm to IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm (one hundred fifty into seventy fiveinto five millimetre) long complete clause 810 as per the directions of Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.