Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Eprocure

South Sikkim, Sikkim

Opening Date1 Jul 2019

Closing Date1 Aug 2019

Tender Amount₹ 4,79,07,557

Email

Download

Costs

EMD
₹ 11,97,689
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2019_CESDA_78408_2
Bid Award Id
View
Tender No
SK-PMGSY II Batch I Re-tender 04 Online (2019-20)
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-11.4 MBTendernotice_1.pdf

NIT

BOQ-1654.8 kBBOQ_143230.xls

BOQ

Corrigendum-1176.0 kBCorrigendum.pdf

BID-12.5 MBSBD.pdf

SBD

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

approved materials obtained from borrow pits with all

Quantity-

Rate-

Amount -

lifts and leads, transporting to site spreading,grading to

Quantity-

Rate-

Amount -

required slope and compacted to meet requirement of

Quantity-

Rate-

Amount -

table 300.2 with lead upto 1000m as per Technical

Quantity-

Rate-

Amount -

specification clause 303.1

Quantity657.36

Rate-

Amount 200.49

Loosening , levelling and compacting the cut formation to facilitate placement of granular sub-base course , scarified to a depth of 150 mm, mixed with water at OMC and compacting by rolling so as to achieve minimum dry density as given in Table no. 300

Quantity1210.14

Rate-

Amount 36.71

Construction of granular sub-base by providing local

Quantity-

Rate-

Amount -

materials, spreading in uniform layers, watering raming

Quantity-

Rate-

Amount -

to required templete and consolidating with power road

Quantity-

Rate-

Amount -

roller 80-100 kn capacity to achieve the desired density

Quantity-

Rate-

Amount -

complete.The thickness of the compacted base to be

Quantity-

Rate-

Amount -

150mm Work to be done as per direction of Engineer

Quantity-

Rate-

Amount -

in Charge(Using Naturally ocurring River Bed Materials.

Quantity1030.5

Rate-

Amount 1169.17

Water Bound Macadam Base (Grade-II)

Quantity-

Rate-

Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

Rate-

Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

Rate-

Amount -

fication i/c spreading in uniform thickness, hand pack

Quantity-

Rate-

Amount -

rolling with smooth wheel roller 80-100 kN static roller

Quantity-

Rate-

Amount -

in stages to proper grade and camber applying & bro-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity573.5

Rate-

Amount 1626.49

Water Bound Macadam Base (Grade III)

Quantity-

Rate-

Amount -

Providing laying, spreading & compacting stone aggre-

Quantity-

Rate-

Amount -

gates of specific sizes to water bound madadam speci-

Quantity-

Rate-

Amount -

fication i/c spreading in uniform thickness, hand pack

Quantity-

Rate-

Amount -

rolling with smooth wheel roller 80-100 kN static roller

Quantity-

Rate-

Amount -

in stages to proper grade and camber applying & bro-

Quantity-

Rate-

Amount -

mming, water & compacting to the required density

Quantity-

Rate-

Amount -

Grading II as per Technical Specification Clause 405

Quantity573.5

Rate-

Amount 1686.87

Prime Coat :

Quantity-

Rate-

Amount -

Providing & applying primer coat with Bitumen emulsion

Quantity-

Rate-

Amount -

(SS-1) on prepared surface of granular base i/c clean

Quantity-

Rate-

Amount -

of road surface and spraying primer at the rate of 0.90-

Quantity-

Rate-

Amount -

1.2kg/sqm using mechnical means as per Technical

Quantity-

Rate-

Amount -

Specification clause 502.

Quantity7650

Rate-

Amount 62.34

Tack Coat:

Quantity-

Rate-

Amount -

Pro. & applying tack coat with Bitumen emulsion(RS-1)

Quantity-

Rate-

Amount -

using emulsion distributor at the rate of 0.25 to 0.30km

Quantity-

Rate-

Amount -

per sqm on the prepared granular clause 503.

Quantity7650

Rate-

Amount 17.53

20mm thick open graded premix carpet usingBituminous

Quantity-

Rate-

Amount -

Binder ;

Quantity-

Rate-

Amount -

Case I : By Mannual Means

Quantity-

Rate-

Amount -

1. Bituemen (S-90)

Quantity-

Rate-

Amount -

Providing & Laying & rolling of open graded premix carpet of 20mm thickness composed 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required lines laying & rolling with a three wheel 80 to 100kN static roller capacity finished to 100 Kn static roller capactity required seal coat of type B as per Tech. Clause 508

Quantity7650

Rate-

Amount 183.85

Seat Coat:

Quantity-

Rate-

Amount -

Case : I Type B

Quantity-

Rate-

Amount -

(1) Bitumen (S-90)

Quantity-

Rate-

Amount -

Providing & laying seal coat sealing the voids in a

Quantity-

Rate-

Amount -

bituminous surface laid to the specified level, grade &

Quantity-

Rate-

Amount -

cross falling using Type A as per tech. Clause 510

Quantity7650

Rate-

Amount 61.58

Carriage of Stock Materials : (Lead 100Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity28.76

Rate-

Amount 110.42

Unloading

Quantity28.76

Rate-

Amount 100.12

Haulage

Quantity2876.4

Rate-

Amount 4.2

Carriage of stone boulder(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stone

Quantity-

Rate-

Amount -

Loading

Quantity3089.26

Rate-

Amount 36.86

Unloading

Quantity3089.26

Rate-

Amount 24.16

Haulage

Quantity203891.16

Rate-

Amount 4.2

Carriage of stone chips(Lead 100Km)

Quantity-

Rate-

Amount -

Consumption of Stone Chips & Dust

Quantity-

Rate-

Amount -

Loading

Quantity206.55

Rate-

Amount 36.86

Unloading

Quantity206.55

Rate-

Amount 24.16

Haulage

Quantity49572

Rate-

Amount 4.2

Carriage of sand(Lead 30Km)

Quantity-

Rate-

Amount -

Loading

Quantity68.85

Rate-

Amount 36.86

Unloading

Quantity68.85

Rate-

Amount 24.16

Haulage

Quantity3800.52

Rate-

Amount 4.2

Section B

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing

Quantity-

Rate-

Amount -

i/c setting out, const. of shoring & bracing, removal of

Quantity-

Rate-

Amount -

stumps & other deleterious materials & disposal upto

Quantity-

Rate-

Amount -

lead of 50m necessary arrangement for dewatering shall

Quantity-

Rate-

Amount -

be kept if required clause 305.1)

Quantity-

Rate-

Amount -

Soil

Quantity572

Rate-

Amount 210.35

Ordinary Rock

Quantity381.49

Rate-

Amount 262.93

Retaining wall and Brest Wall:

Quantity-

Rate-

Amount -

Intermediate band of Random Rubble masonary with

Quantity-

Rate-

Amount -

cement mortar (1:5),1(cement):5(sand)

Quantity1673.39

Rate-

Amount 2886.02

Providing and Laying Plain cement concrete in 1:2:4 mix including curing,compacting etc all complete.

Quantity56.56

Rate-

Amount 4952.55

Providing & laying parapet of standard size on 1:2:4 mix plum cement concrete and plastering with cement mortar of 12mm thick all complete.(60cm height, 45cm top and 60cm bottom)

Quantity82

Rate-

Amount 1474.94

Providing & laying of Gabian wall in wire crates

Quantity-

Rate-

Amount -

with 4mm dia GI wire conforming to IS:280 & IS:4826 in

Quantity-

Rate-

Amount -

100mm x 100mm mesh i/c 10% extra for laps & joints

Quantity-

Rate-

Amount -

laid with hard durable regular in shape stone boulders

Quantity-

Rate-

Amount -

weighing not less than 25kg each Clause 1301

Quantity240

Rate-

Amount 1786.11

Backfilling behind abutment, wing wall & return wall complete as per drawing with well packed graded filter to a thickness not less than 600mm with smaller size soil & bigger size towards the wall & provided over the entire surface, wing or return wall to the full height as per Clause 1204.3.8)

Quantity151.75

Rate-

Amount 487.58

Carriage of Stock materials : (Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Cement/Steel/Bitumen/Emulsion

Quantity-

Rate-

Amount -

Loading

Quantity224.5

Rate-

Amount 94.24

Unloading

Quantity224.5

Rate-

Amount 94.24

Haulage

Quantity6734.87

Rate-

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity601.61

Rate-

Amount 36.86

Unloading

Quantity601.61

Rate-

Amount 24.16

Haulage

Quantity33209.1

Rate-

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity2115.08

Rate-

Amount 73.72

Unloading

Quantity2115.08

Rate-

Amount 36.86

Haulage

Quantity139595.54

Rate-

Amount 4.2

Section C

Quantity-

Rate-

Amount -

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

construction of RCC cross drain of internal dimension (1.00mx1.00m) annexure enclosed.

Quantity8

Rate-

Amount 120529

Const. of hill side drain with PCCM 10(1:3:6) in accordance with the requirement of specification true to line and grades. Clause 1606.1

Quantity1992

Rate-

Amount 661.65

Providing & laying hand packed stone soling of thickness

Quantity-

Rate-

Amount -

with clean hard stones i/c hammer dressing of stone for

Quantity-

Rate-

Amount -

laying as per required level and camber

Quantity203.18

Rate-

Amount 560.28

Carriage of Stock materials : (Lead 30 Km)

Quantity-

Rate-

Amount -

Consumption of Cement

Quantity-

Rate-

Amount -

Loading

Quantity67.71

Rate-

Amount 94.24

Unloading

Quantity67.71

Rate-

Amount 94.24

Haulage

Quantity2031.24

Rate-

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Sand

Quantity-

Rate-

Amount -

Loading

Quantity144.65

Rate-

Amount 36.86

Unloading

Quantity144.65

Rate-

Amount 24.16

Haulage

Quantity7984.68

Rate-

Amount 4.2

Carriage of Non-Stock materials(Lead 30Km)

Quantity-

Rate-

Amount -

Consumption of Stones

Quantity-

Rate-

Amount -

Loading

Quantity408.45

Rate-

Amount 73.72

Unloading

Quantity408.45

Rate-

Amount 36.86

Haulage

Quantity26957.7

Rate-

Amount 4.2

Section D(Road Furniture)

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (precast/ cast-in-situ)

Quantity3

Rate-

Amount 1335.58

Reinforced cement concrete M15 kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per Drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

200 M Stone (precast/ cast-in-situ)

Quantity8

Rate-

Amount 401.82

Providing and fixing 'Logo' of PMGSY project

Quantity2

Rate-

Amount 6254.77

Providing & fixing of retro-reflectorised cautionary, man-

Quantity-

Rate-

Amount -

datory & infomatory sign as per IRC:67 made of encap-

Quantity-

Rate-

Amount -

sulated lens type reflective sheeting vide clause 1701.2.3

Quantity-

Rate-

Amount -

fixed over aluminium sheeting 1.5mm thick surpported

Quantity-

Rate-

Amount -

on a mild steel angle iron post 75mmx75mmx6mm fix

Quantity-

Rate-

Amount -

to the gound by means of properly designed foundation

Quantity-

Rate-

Amount -

with M15 grade c.c. 450mmx450mmx600mm,600mm

Quantity-

Rate-

Amount -

below ground level as per drawing Clause 801

Quantity-

Rate-

Amount -

900mm equilateral triangle

Quantity5

Rate-

Amount 1519.55

600mm equilateral triangle

Quantity5

Rate-

Amount 1496.1

MRL01 Phongla Mamring to Kanam Busty

Quantity-

Rate-

Amount -

Setting out:

Quantity-

Rate-

Amount -

Construction of Referance piller (@ 20m interval in curve at 10m interval) Back piller & Boundary Piller as per specification contain in the secn 1600 of specification for rural Roads .

Quantity2.05

Rate-

Amount 24920.61

Clearing and grubbing Road length including uprooting wild Vegetation ,grass, bushes ,shrubs ,saplings & trees of grith upto 300mm ,removal of stumps of such trees cuts earlier an disposal of unserviceable materials and stacking of servecable to be used ir auctioned ,upto a lead of 1000m including removal and disposal of organic soil not exceeding 150mm in thickness as per technical specification clause 201.

Quantity20040

Rate-

Amount 3.58

EARTH WORK IN HILL ROAD:

Quantity-

Rate-

Amount -

Hill cutting in soil in hilly areas including cuttings trimming of side slope to the desire specification as per the clause 1602.1 section 1600 and providing proper grades ,width,camber,super elevation as per provision in clause 1603.8 of SP:20 & levels as per drawing (keeping In mind minimum deforestion to reduce enviromental imbalnce as per clause 1609 .110.1 )and desposing of excavated earth at a predesignated location with a lift up to 1.5m and a lead upto 30m as per direction of engineers as per the provision 1603 and 302 of specification of roral Roads.

Quantity-

Rate-

Amount -

a

Quantity3211.06

Rate-

Amount 107.34

b

Quantity2140.73

Rate-

Amount 131.47

c

Quantity2205.23

Rate-

Amount 171.76

d

Quantity1470.15

Rate-

Amount 289.23

Filling With well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provide over the entire surface.all complete.

Quantity316.26

Rate-

Amount 487.58

Slip Clearance in mixed soil and throwing of spoils to lead of 30m and lift of 1.50 m complete.Payment shall be done after actual measurement and as per the approved rate.

Quantity-

Rate-

Amount -

Throwing of spoils of mixed cutting within / upto 10 km/15km/20km radius (The loading & Unloading,measured in in cum,rates remain same;The haulage which is measured in m³-km,the corresponding application km asper the prevailing site condition,shall be incorporated). (90% of mixed soil)

Quantity4816.61

Rate-

Amount 197.16

CARPETTING

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity4304.33

Rate-

Amount 200.49

Compacting Cut Formation: Compacting original ground supporting subgrade (Loosening of the ground upto a level of300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity4304.33

Rate-

Amount 26.29

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity1076.08

Rate-

Amount 1169.17

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity599.46

Rate-

Amount 1626.49

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity599.46

Rate-

Amount 1686.87

Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) High Porosity

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity7992.75

Rate-

Amount 79.94

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular Surface Treated with Primer

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity7992.75

Rate-

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Open-Graded Premix Surfacing using Bitumen S-90.

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity7992.75

Rate-

Amount 178.34

Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity7992.75

Rate-

Amount 61.58

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity356.08

Rate-

Amount 210.54

Haulage =

Quantity3560.77

Rate-

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity3200.96

Rate-

Amount 110.6

Haulage =

Quantity281684.42

Rate-

Amount 4.15

Carriage of Chips Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity215.8

Rate-

Amount 61.02

Haulage =

Quantity60985.24

Rate-

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity47.96

Rate-

Amount 61.02

Haulage =

Quantity3069.22

Rate-

Amount 4.2

Carriage of Earth :

Quantity-

Rate-

Amount -

Loading =

Quantity-

Rate-

Amount -

unloading =

Quantity-

Rate-

Amount -

Haulage =

Quantity-

Rate-

Amount -

Protective work

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Total Earthwork Quantity =

Quantity308.34

Rate-

Amount 210.35

Retaining wall :

Quantity-

Rate-

Amount -

(a)Providing and laying. Rubble Random Masonry in 1:5 c.c. ( 1 cement, 5 sand, ) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity376.91

Rate-

Amount 2886.02

Providing and laying Gabian structure with segments of wire crates of size 7mx3mx0.6m each divided into 1.5 m compartments by cross netting made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS 280 and galvanizing coating conforming to IS 4826,woven into mesh with double twist ,mesh size not exceeding 100 x 100 mm ,filled with boulders with least dimension of 200 mm ,all loose ends to be tied with 4mm galvanised steel wire.

Quantity125.64

Rate-

Amount 1885.37

Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.

Quantity130.68

Rate-

Amount 487.58

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity23.76

Rate-

Amount 188.48

Haulage =

Quantity1182.27

Rate-

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity130.79

Rate-

Amount 61.88

Haulage =

Quantity9416.79

Rate-

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity658.86

Rate-

Amount 110.58

Haulage =

Quantity57979.49

Rate-

Amount 4.2

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity2053

Rate-

Amount 661.65

Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity307.95

Rate-

Amount 728.36

Providing and laying RCC cross Drainage of 100X100cm size all complete

Quantity4

Rate-

Amount 97839

Carriage of Stock Materials : Within 50 km

Quantity-

Rate-

Amount -

Loading =

Quantity71.03

Rate-

Amount 94.24

unloading =

Quantity71.03

Rate-

Amount 94.24

Haulage =

Quantity35516.9

Rate-

Amount 4.2

Carriage of Sand : within 40 km

Quantity-

Rate-

Amount -

Loading =

Quantity136.38

Rate-

Amount 36.86

unloading =

Quantity136.38

Rate-

Amount 24.16

Haulage =

Quantity9819.71

Rate-

Amount 4.2

Carriage of Stone : within 50km

Quantity-

Rate-

Amount -

Loading =

Quantity586.88

Rate-

Amount 73.72

unloading =

Quantity586.88

Rate-

Amount 36.86

Haulage =

Quantity51030.48

Rate-

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate-

Amount 11159.88

PFF informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 801.

Quantity10

Rate-

Amount 3524.49

T10-Phongla Mamring Road to Pamphok

Quantity-

Rate-

Amount -

Setting out:

Quantity-

Rate-

Amount -

Construction of Referance piller (@ 20m interval in curve at 10m interval) Back piller & Boundary Piller as per specification contain in the secn 1600 of specification for rural Roads .

Quantity2

Rate-

Amount 24920.61

Clearing and grubbing Road length including uprooting wild Vegetation ,grass, bushes ,shrubs ,saplings & trees of grith upto 300mm ,removal of stumps of such trees cuts earlier an disposal of unserviceable materials and stacking of servecable to be used ir auctioned ,upto a lead of 1000m including removal and disposal of organic soil not exceeding 150mm in thickness as per technical specification clause 201.

Quantity20040

Rate-

Amount 3.58

EARTH WORK IN HILL ROAD:

Quantity-

Rate-

Amount -

Hill cutting in soil in hilly areas including cuttings trimming of side slope to the desire specification as per the clause 1602.1 section 1600 and providing proper grades ,width,camber,super elevation as per provision in clause 1603.8 of SP:20 & levels as per drawing (keeping In mind minimum deforestion to reduce enviromental imbalnce as per clause 1609 .110.1 )and desposing of excavated earth at a predesignated location with a lift up to 1.5m and a lead upto 30m as per direction of engineers as per the provision 1603 and 302 of specification of roral Roads.

Quantity-

Rate-

Amount -

a

Quantity2945.09

Rate-

Amount 107.34

b

Quantity1963.39

Rate-

Amount 131.47

c

Quantity2027.89

Rate-

Amount 171.76

d

Quantity1351.93

Rate-

Amount 289.23

Filling With well packed graded filter to a thickness not less than 600 mm with smaller size towards soil and bigger size towards the wall and provide over the entire surface.all complete.

Quantity316.26

Rate-

Amount 487.58

Slip Clearance in mixed soil and throwing of spoils to lead of 30m and lift of 1.50 m complete.Payment shall be done after actual measurement and as per the approved rate.

Quantity-

Rate-

Amount -

Throwing of spoils of mixed cutting within / upto 10 km/15km/20km radius (The loading & Unloading,measured in in cum,rates remain same;The haulage which is measured in m³-km,the corresponding application km asper the prevailing site condition,shall be incorporated). (90% of mixed soil)

Quantity4417.63

Rate-

Amount 197.16

CARPETTING

Quantity-

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity4388.1

Rate-

Amount 200.49

Compacting Cut Formation: Compacting original ground supporting subgrade (Loosening of the ground upto a level of300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity4388.1

Rate-

Amount 26.29

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material Granular Sub-base with Close Graded Material (Table:- 400-1)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity1097.03

Rate-

Amount 1169.17

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity613.13

Rate-

Amount 1626.49

Water Bound Macadam Base (Grading-II): Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) Using Screening Type-B (11.2mm Agg.)

Quantity613.13

Rate-

Amount 1686.86

Prime Coat: Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) High Porosity

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity8175

Rate-

Amount 79.94

Tack Coat: Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Granular Surface Treated with Primer

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity8175

Rate-

Amount 17.53

20mm thick Open-Graded Premix Carpet using Bituminous emulsion: I. Bitumen Emulsion Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Open-Graded Premix Surfacing using Bitumen S-90.

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity8175

Rate-

Amount 178.34

Seal Coat: Case-I I: Type B (I) Using Bitumen 60/70 grade Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

Quantity-

Rate-

Amount -

Hair Pin Bends, curves and passing place

Quantity8175

Rate-

Amount 61.58

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity364.2

Rate-

Amount 210.54

Haulage =

Quantity3641.96

Rate-

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity3269.38

Rate-

Amount 110.58

Haulage =

Quantity287705.81

Rate-

Amount 4.15

Carriage of Chips Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity220.73

Rate-

Amount 61.02

Haulage =

Quantity63127.35

Rate-

Amount 4.15

Carriage of Sand :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity49.05

Rate-

Amount 61.02

Haulage =

Quantity3139.2

Rate-

Amount 4.2

Carriage of Earth :

Quantity-

Rate-

Amount -

Loading =

Quantity-

Rate-

Amount -

unloading =

Quantity-

Rate-

Amount -

Haulage =

Quantity-

Rate-

Amount -

Protective work

Quantity-

Rate-

Amount -

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Quantity-

Rate-

Amount -

Total Earthwork Quantity =

Quantity269.28

Rate-

Amount 210.35

Retaining wall :

Quantity-

Rate-

Amount -

(a)Providing and laying. Rubble Random Masonry in 1:5 c.c. ( 1 cement, 5 sand, ) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

Quantity328.66

Rate-

Amount 2886.02

Providing and laying Gabian structure with segments of wire crates of size 7mx3mx0.6m each divided into 1.5 m compartments by cross netting made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS 280 and galvanizing coating conforming to IS 4826,woven into mesh with double twist ,mesh size not exceeding 100 x 100 mm ,filled with boulders with least dimension of 200 mm ,all loose ends to be tied with 4mm galvanised steel wire.

Quantity109.55

Rate-

Amount 1885.37

Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.

Quantity130.68

Rate-

Amount 487.58

Carriage of Stock Materials :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity20.72

Rate-

Amount 188.48

Haulage =

Quantity1030.14

Rate-

Amount 4.2

Carriage of Sand :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity114.04

Rate-

Amount 61.88

Haulage =

Quantity8211.18

Rate-

Amount 4.2

Carriage of Stone :

Quantity-

Rate-

Amount -

Loading /unloading =

Quantity588.73

Rate-

Amount 110.58

Haulage =

Quantity51807.99

Rate-

Amount 4.2

Construction of Hill Side Drain

Quantity-

Rate-

Amount -

Construction of hill side drain with P.C.C M10 (1:3:6) in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1

Quantity2004

Rate-

Amount 661.65

Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity300.6

Rate-

Amount 728.36

Providing and laying RCC cross Drainage of 100X100cm size all complete

Quantity2

Rate-

Amount 97839

Carriage of Stock Materials : Within 50 km

Quantity-

Rate-

Amount -

Loading =

Quantity69.34

Rate-

Amount 94.24

unloading =

Quantity69.34

Rate-

Amount 94.24

Haulage =

Quantity34669.2

Rate-

Amount 4.2

Carriage of Sand : within 40 km

Quantity-

Rate-

Amount -

Loading =

Quantity133.13

Rate-

Amount 36.86

unloading =

Quantity133.13

Rate-

Amount 24.16

Haulage =

Quantity9585.34

Rate-

Amount 4.2

Carriage of Stone : within 50km

Quantity-

Rate-

Amount -

Loading =

Quantity572.87

Rate-

Amount 73.72

unloading =

Quantity572.87

Rate-

Amount 36.86

Haulage =

Quantity49812.62

Rate-

Amount 4.2

ROAD FURNITURE

Quantity-

Rate-

Amount -

Providing fitting fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cemdent concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate-

Amount 11159.88

PFF informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting. 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 801.

Quantity6

Rate-

Amount 3524.49

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.