Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354-25S in the state of Mizoram along Indo-Bangladesh Border (Length-6 KM) Pkg-II at risk and cost of terminated contractor

1/2.1.1.1 Ordinary soil

Mechanical Means (Depth upto 3 m)

2/2.1.2/2. Ordinary rock (not requiring blasting)

3 Mechanical Means (Depth upto 3 m) CUM 316.8 316.8 870.90 275901.12

2.1.3/2.1. Marshy soil

4 Mechanical Means ( upto 3 m depth) CUM 555.72 555.72 434.58 241504.30

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved

5 2.2 materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and CUM 7053.60 7053.60 171.57 1210167.11

compacted to meet requirement of table 300-2.)

Excavation in Hill Area in Soil by Mechanical Means (Excavation for road way in soil by mechanical means including cutting

6 2.3 and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side CUM 130470.00 65422.95 280.43 18346544.78

slopes in accordance with requirements of lines, grades and cross sections)

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation for roadway in ordinary rock

by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000

7 2.4 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) CUM 14500.00 7272.55 410.19 2983155.65

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 3 wheeled steel/ vibratory roller 8-

3/3.1/3.1/3. 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up

8 1.1/3.1.1.1/ the interstices of coarse aggregate, watering and compacting to the required density.) CUM 1232.33 1232.33 4059.2649 5002353.91

3.1.1.1.1 By Mechanical Means:

Grading- I (Using Screening Crushable type such as Moorum or Gravel)

Using Screening Type-A (13.2mm Agg.)

3.1.2/3.1.2. Grading- II (Using Screening Crushable type such as Moorum or Gravel)

9 Using Screening Type-B (11.2mm Agg.)

Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of

10 4/4.1 granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means.) sqm 13542 13542 42.67 577892.66

Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor

at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom)

Digitally signed by DAIPAYAN

Sl. No. Item No. Description of item UNIT OF Agreement Balance Rate at Amount

MEASUR / Total Quantity which item

EMENT Quantity in to be was Awarded

Original executed in original

Tender at Risk & tender

Bituminous Macadam Grading –II (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed

aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface

12 4/4.3/4.3.1 with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired CUM 677.1 677.1 12202.18 8262096.01

for GradingII(19 mm nominal size)

Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using

crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent of mix and filler, transporting the hot

mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling

13 4.4/4.4.1 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. cum 406.26 406.26 16714.3128 6790356.72

507 complete in all respects)

for GradingII(13.2 mm nominal size)

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared

sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site,

14 5/5.1 laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of CUM 33.75 33.75 15501.15 523163.78

contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)

Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or

15 6/6/1/6.1.1 any other approved colour to give an even shade) per letter

Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )

English and Roman (Hyphens and the like not to be measured and paid for) cm height

Direction and Place Identification Signs upto 0.9 sqm Size Board. (Providing and erecting direction and place identification retro-

reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm

thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back

17 6.2 support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of sqm 2.70 2.70 30999.69 83699.15

properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved

Direction and Place Identification Signs with size more than 0.9 sqm size Board. (Providing and erecting direction and place

identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium

sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed

18 6.3 over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm sqm 3.6 3.6 53377.461 192158.86

thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade

cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in

position including finishing and lettering but excluding painting)

Metal Beam Crash Barrier

Type - A, "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm

20 6.5/6.5.1 spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip metre 30 30 4222.9941 126689.82

process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel

section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Digitally signed by DAIPAYAN

Sl. No. Item No. Description of item UNIT OF Agreement Balance Rate at Amount

MEASUR / Total Quantity which item

EMENT Quantity in to be was Awarded

Original executed in original

Tender at Risk & tender

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically

mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.

Random Rubble Masonry

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

7.3/7.3.1/7. PCC Grade M15

3.1.1 With Batching Plant, Transit Mixer and Concrete Pump

With Batching Plant, Transit Mixer and Concrete Pump

7.3.3/7.3.3. RCC Grade M20

With Batching Plant, Transit Mixer and Concrete Pump

7.3.4/7.3.4. RCC Grade M25

With Batching Plant, Transit Mixer and Concrete Pump

7.3.5/7.3.5. RCC Grade M30

Using Batching Plant, Transit Mixer and Concrete Pump

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical

Specifications.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

Random Rubble Masonry ( coursed/uncoursed )

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

8.2/8.2.1/8. PCC Grade M20

1 With Batching Plant, Transit Mixer and Concrete Pump

8.2.2/8.2.2. Height upto 5m

1/8.2.2.1.1 With Batching Plant, Transit Mixer and Concrete Pump

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe,

33 8.4 extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and each 1050 1050 364.9071 383152.46

Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Granular material

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in

clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger

35 8.6 size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height CUM 386.4 386.4 3416.5407 1320151.33

compacted to a firm condition complete as per drawing and Technical Specification.

9/9.1/9.1.1/ Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

38 9.3 Drainage Spouts complete as per drawing and Technical specification each 30 30 3158.7543 94762.63

39 9.4 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification CUM 78.75 78.75 13009.5042 1024498.46

Digitally signed by DAIPAYAN

Sl. No. Item No. Description of item UNIT OF Agreement Balance Rate at Amount

MEASUR / Total Quantity which item

EMENT Quantity in to be was Awarded

Original executed in original

Tender at Risk & tender

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg

41 10.1/10.1.1 each complete as per drawing and Technical specification. CUM 30 30 2988.0579 89641.74

Boulder laid dry without wire crates.

Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabian

structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided

into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile

42 10.2 strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, CUM 60 60 7023.8085 421428.51

mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely

tied with 4 mm galvanised steel wire.)

Providing and fixing high security 3.06m (2.70m high CHS post above ground + 0.36m high Y arms on post) high 358 weld

mesh fencing as per specified drawing as complete as per direction of Engineer in-charge consisting of following items:

Providing and fixing Circular Hollow Section (CHS) Post having external dia of 76.10mm, thickness 3.60mm having minimum

weight of 6.44kg/metre with hot dip galvonised coating of minimum 360 GSM as per IS 2629/IS 4759/ASTMA 123/IS 4736 and

thermoplast powder coating of minimum 200-250 microns of colour RAI 6005, total length of post 3.40 m provided at 2.5mtr

centre to centre using 10mm dia and 300mm long MS anchor rod tied with the post at the bottom with wire with 700mm

embeded in cement concrete block of required size as per drawing

Providing and fixing Straining Y arm, for supporting concertina coil, as per specified drawing made up of MS angle

50x50x5mm, one arm length 510mm, welded as mention in drawing, with hot dip galvonised coating of minimum 360 GSM as

per IS 2629/IS 4759/ASTMA 123/IS 4736 and thermoplast powder coating of minimum 200-250 microns of colour RAL 6005

fitted to CHS Post with proper sleeve caps (cap of 63mm external dia for straighting Y arm being provided at every 30 mtr of

size and fixing arangement of caps with two nos. SS mushroom heads bolt with breakble head safety nut (M8X 120) to be

provided as per attached drawings) made of 3mm thick 63mm OD 100mm long pipe welded to 76mm dia 5mm thick plate and

with hot dip galvonised coating of minimum 360 GSM as per IS 629/IS 4759/ASTMA 123/IS 4736 and thernsplast powder

coating of minimum 200 to 250 microns of colour RAL 6005.

Providing & fixing High secutity weld mesh panel, wire mesh panel size 2667x950 mm, weight 9.59Kg/sqm having Mesh wire

43 11/11.1 diameter 4.00mm(+/- 0.05mm), mesh size 12.7 x 76.20 mm with zinc coating on wire 40-50GSM and minimum 160 microns of KM 5.97 5.97 9196780.639 54904780.42

powder coating (Duel coated) of colour RAL 6005, produced by electrical resistance galvonized wires and subsiquentely

powder coated that are reinforced by means V - shape in horizental direction of the panal of size, as shown in the drawing

including overlaping of panal (50-60mm over lap in horizental direction and 100-120mm overlap in vertical direction) including

fixing of with 7 OMEGA clamps of size 180mmx35mmx3mm and profile plate of size 180mmx50.20mmx2.75mm using 2

numbers SS mushroom head bolts with breakble head safety nuts (M8x60) and washer for fixing the mesh to the CHS post all

complete as per attached drawings, as per manufacture specification and as directed by Engineer in-charge. GI wire should be

manufactured from wire rods rolled only from secondary refined steel (at least LRF treated). Wire rods should strictly conform

with the requirements of IS 7887 and IS 280.Only hot dip galvanized wire should be used in making the fencing product.

Electrogalvanized wire shall not be used, as it does not have an alloy layer essential for corrosion resistance. Zn used for

galvanizing should be of at least 99.95% purity for better corrosion resistance. Secondary refined Zn should not be used. In the

galvanizing process, the Zn bath should be free from addition of lead, to prevent lowering of corrosion resistance properties in

Digitally signed by DAIPAYAN

Sl. No. Item No. Description of item UNIT OF Agreement Balance Rate at Amount

MEASUR / Total Quantity which item

EMENT Quantity in to be was Awarded

Original executed in original

Tender at Risk & tender

Providing and fixing OMEGA clamp of size 180mm x 35mm x3mm and profile plate of size of 180mmx50.20mmx2.75mm of

sharp as per manufacture specification and attached drawing made with MS plate /flat and hot dip galvonised coating of

minimum 360 GSM as per IS 2629/IS 4759/ASTM A123/IS 4736 and thermoplast powder coating of minimum 200 to 250

microns of colour RAL 6005 using two numbers SS mushroom head bolts with breakible heads safety nuts (M8X60) and

washers for fixing the mesh to the CHS post all complete as per attached drawings, as per manufacture specification and as

directed by Engineer in-charge.

Providing and fixing 6 nos Razor wire of Tear Blade profile (3 nos fixed to each arm of Straining & intermediate Y-arm using

accessories as per manufacter specifications) having SS blade (SS 304) of length 30mm, thickness 0.45mm, C/C distance of

blade as 50mm and core wire diameter 3.50 mm duly. For the erection of SMART (MODULAR) FENCING, SS 304 Punched

Tape Concertina Coil (PTCC) and SS 304 Razor Tape as per latest IS standards will be invariably installed for the entire length

There will be 1600 pcs IP binders required to be installed per KM (i.e., 1600 nos. IP binders + 1600 nos. Mushroom head Nut

bolts and washers) made of MS Flat 25 x 5, 160mm long, with 2 slots – as per IS 1730. Coating: Pre-galvanized material with

min 350 GSM. The galvanized binders are subsequently Thermoplastic Powder coated after fabrication with a thickness of

minimum 200 to 250 microns. Mushroom carriage SS 304 security nut bolt of M8x35 size to be used.

(All raw materials of Fencing produce shall be strictly of makes of TATA/SAIL/RINL).

Providing and fixing in position at site swing leaf M.S. gate of overall size 4.98m x 2.625m as per drawing & direction of

Engineer-in-charge as detailed below:

(i) Welded mesh size 76.2mm X 12.7 mm, wire 4mm dia welded with frame consisting of MS tube (SHS) 50mm x 50mm x

2mm, bracing of MS angle 50mm x 50mm x 2mm, & 6mm gusset plate and wicket gate of size 2.53 m x 0.94 m made up of MS

tube (SHS) 40 mm x 40 mm x 2 mm frame with welded wire mess all complete as per given drawing.

(ii) Welded mesh size 76.2mm x 12.7 mm, wire 4mm dia welded with frame consisting of MS tube (SHS) 50mm x 50mm x

2mm length 690 mm horizontally as well as vertically fixed at the top of the gate frame.

(iii) PTC Concertia coil of dia 850mm fixed/ welded at the top of gate frame with tear blade profile having SS blade (SS 304) of

length of 30 mm, thickness 0.45 mm.

(iv) MS hinges with pintail of 25mm Φ and 80mm long,4 Nos. 18 mm dia. 450mm long tower bolts 2 Nos with 40mm Φ G.I.

socket and locking arrangement with 2 aldoop and handle.

(v) 200 mm thick M- 20 including necessary earth work below gate (5.230 mtr x 3.0 mtr).

44 11.2 (vi) Entire assembly except coil shall be provided with 360 GSM hot diipped galvanized coating as per IS: 4736 with EACH 6 6 268887.7623 1613326.57

thermoplastic powder coating after fabrication with thickness of 250 micron to sustain 1440 hours salt sprey

(vii) Providing and fixing MS Square vertical posts for MS gate, formed SHS of 150X150X6mm thick as per IS:4923,3600 mm

long, 2700mm above CC Pavement and 900mm embedded in 1000X1000X1000 mm foundation block of M-15 including cost

of earthwork, centering and shuttering . 2Nos 16mm dia, 200mm long anchor rod fixed to the gate post at bottom. The top post

shall be provided with a MS plate of 165mmX165mm size 8mm thick. The SHS Post shall be provided with hot dipped

galvanized minimum 360 GSM coating as per IS: 4736 and entire assembly to be thermo plastic powder coating with thickness

of 250 micron. Coating is to withstand 1440 hours salt spray taste all complete as per drawing.

(All raw materials of Fencing produce shall be strictly of makes of TATA/SAIL/RINL).

Total Cost Considered for ECPT 227526774

Digitally signed by DAIPAYAN