Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka (Under 15 Percentage Vivekadhin Yojana ) (First Attempt)

Providing and Laying granular sub-base Grade-I C.B.R. not less than 30% by providing coarse graded matrerial,consisting of B.T. crushed stone aggregates 53 mm to 26.5 mm @ 35%,26.50 mm to 4.75 mm @ 45%,2.36 mm to below @ 20% coarse sand combination and stone dust/grit spreading in uniform layers with motor grader on prepared surface,mixing by mix in Place method with rotovator at O.M.C. to required dry density including filling the depressions which occred during the process using vibratory roller complete as per Clause-401

Providing and laying Compacted W.B.M. 150mm thick of Grading-II, using B.T.M.C. metal of size 45mm to 63mm including using 13% Stone Screening 13.2mm size and 7% stone dust as filler including spreading, watering and consolidation by vibratory roller etc. complete

Earthwork for embankment including breaking clods, dressing from borrow area with all lead and lift (excluding watering and consolidation).

Rolling of earthwork in layers with power roller including filling in depressions which occur during the process as dricted.

Providing and laying 37.50 mm thick Built up spray grout in One layers using black crushed stone aggregate as per gradation and specification including using RS1 for tackcoat at the rate of 4 Kg./10 Sqmt. on Surface by mechanical sprayer and bitumen of VG-30 grade mixing at the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % ) including heating and mixing the aggregate and bitumen by continuous batching drum mix plant, transporting the mix and spreading the same by paver finisher and consolidation with vibratory roller including cost of all materials, fuel, labours,tools and plants. using contractor's own drum mix plant and machineries etc. complete.

Providing, laying and rolling of 25 mm thick open graded premix bitumenous carpet with B.T. aggregate as specified and using RS1 for tackcoat at the rate of 2.5 Kg./10 Sq.Mt. on BT surface and using bitumen VG-30 for mixing with aggregate at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of total mix including heating and mixing in drum mix plant, spreading the same with paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labor charges etc. using contractor's own drum mix plant and equipment, tools etc. completed in accordance with the requirement of specification.

Providing and laying seal coat with B.T. aggregate as specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. and bitumen VG-30 for mixing with aggregate at the rate of 4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and mixing in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including necessary fire wood, oil, lubricants, labour charges using contractor's own drum mix plant, machineries and equipment, tools etc. complete in accordance with the requirement of specification.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed up to 50mt. Lead

Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical pin headers including formwork, vibrating, ramming and curing etc. complete.

Providing and casting in situ Controlled Trimix cement concrete M250 for average 200 mm thick road work laid as directed including adding super plastisizer admixture of IS make and provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp.

Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (B)Dence or Hard soil

Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (C) Hard Murrum

Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458 : 1991 specifications including setting the pipes in Cement mortar 1 : 2 watering and laying (to level or slope) of class NP3 of [Vii] 900 mm internal dia.

Providing and casting in situ ordinary Trimix cement concrete M200 for average 200 mm thick road work laid as directed including provoding and laying MS side rail of road thickness with necessary nut bolts plates fixing as per width width applying plate vibrator ( Electric or Diesel )on channel compressor with vaccume dewatering system by using all necessary equipment and materials and machinary such as running creed vibrator on prelaid MS Channel for levelling vaccum pump floating power trovelling etc filling the joints with Bitumin as directed etc. comp.

Excavation for foundation in hard murrum and boulders and very stiff or sticky clay and other similar strata including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed

Excavation for foundation in large boulders and soft rock by welding including shoring, struting, dewatering as necessary and disposing of excavated stuff as directed

Excavation in hard rock by dry wet blasting and chiselling including dewatering preparing foundation base by proper banching and stepping and disposing of excavated stuff as directed (A) Requiring blasting.

Providing and fixing mild steel dowel bars as per I.S. std. of minimum 32 mm dia. For anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.

Providing and casting in situ ordinary cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Grooves. (A) Height from 0.0 to 5.0

Providing and casting in situ Controled cement concrete M-200 mix for R.C.C. works in pier cap, abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or pedestals of required size below bearings as per detailed drawing, centering, shuttering, scaffolding, wherever necessary, laying, vibrating, curing and finishing complete.

Providing and laying weep holes in abutment and return by using A.C. pipe of 100 mm dia. Including fixing in proper grade and jointing etc. complete as per detailed specification

Providing and casting in situ Controled cement concrete M-250 mix for R.C.C. solid slab including centering, scaffolding, curing and finishing complete.

Providing 12 mm thick pre- moulded asphalt filler joints as per drawings

Providing and casting in situ control cement concrete M – 250 for average 75 mm thick wearing coat laid as directed including temping,vibrating, finishing, curing and filling in joints with bitumen complete

Providing and casting in situ ordinary cement concrete M-250 for approach slab including formwork, curing and finishing complete.

Providing and Fixing in Positions FE-500D TMT Bar Reinforcement including cutting,bending and Tying As Per Detail Drawing A) RCC Curbs, B) RCC Footpath C) RCC Aproch Slab D) Wearing Coat.

Providing and laying filter media 600 mm thick as directed at the back of abutment, return and wing wall as per detailed specification.

Providing and fixing in position mild steel as per I.S. standard dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete

Providing and fixing in position mild steel as per I.S. standard dowel bars in pier caps or abutment caps for anchorage in free end as per detailed drawings including cutting, bending and welding complete

Providing and fixing ordinary K.M Stone precast C.C 1:2:4 including necessary reinforement as per I.R.C type design in C.C 1:4:8 including painting and lettering etc. complete. (For ODR & VR).

Providing & fixing Hectometer as per IRC type design including painting, lettering etc.complete ( i ) fixing in Earth

Providing & fixing guard stone as per IRC type design including painting, lettering etc.complete ( I ) fixing in Earth

Supplying and fixing Road sign Board of M.S plates and angle iron including painting, lettering etc. complete including fixing in C.C 1:4:8 with necessary excavation etc. complete as per I.R.C type Design. (II) Reflective type.

Providing and fixing junction board of M.S plates and angles as per standard I.R.C design including fixing in C.C 1:4:8 with necessary excavation, painting figuring and lettering on board etc, complete

Providing and fixing village name boards as per standard I.R.C type design of steel plate including painting, lettering etc. complete with fixing in C.C 1:4:8 block with necessary excavation.

Citizen' s information Board- Providing and fixing of typical MMGSY information board as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 75mm, below ground level. Painting New letters & figure of any shade with ready mixed synthetic enample 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 paints as per drawing Clause 1701 and Annexure 1700.1 (10.16)

Hazard Marker Sign:- Providing anf fixing sign board made out of 2mm alluminium sheet size 90x30 cm ,rectangle as per the design /drawing attached (IRC) pretreated with phospheting process acid etching ,coated with one coat of epoxy primer and two coats of best quality epoxy paints ,reflectorised with retro reflective sheeting as per latest M.O.S.T.specification ,3.1m long stand post and frame fabricated from suitable size iron angle of 35 x35x3mm &50 x50 x5mm painted with best quality epoxy coating the fixing at site shall be in 1:2:4 cc block of size 45 x45x 60 cm for each leg.including excavation curing etc. complete under the supervision of Engineer in charge (A) Engineers grade)

Supplying and fixing cat eye ( Stimsonite) made out from acrile beautile sterine injuction high compressed molding with reflector made of MMC ( prismatic type of size 12cmx6cmx2.50cm) provided with bituminous adhesive 100g with each unit for fixing ( Engineer Grade)

MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO informatory sign board with Logo as per section 1700 of MORTH specifications and drawing. The board will be a composite unit consisting of Two Plates of ACM (Aluminum Composite Material), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the MMGSY Logo sign Design and as directed by Engineer in-charge. A warranty for 5 years for the Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be submitted by contractor.

Road marking with hot applied Thermoplastic compound with reffectorising glass beads on bitumimous surface. Providing & laying of hot applied thermoplastic compound 2.5mm thick per sqmtr area ,thicness of 2.5mm is exclusive of surface applied glass beads as per IRC 35.The finished surface to be level uniform and free from streaks and holes.

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

Kalyanpur

Quantities estimated but may be more or less.

In words

Estimated amount put to tender

Add………………….% Above….....................................................

In words

Deputy Executive Engineer

R & B Panchayat Division Devbhoomi Dwarka

Khambhaliya

All works shall be carried out as per latest MORTH Specification Booklet and other specification of Division as directed.

All Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site moisture, weather etc.

Bidders are advised to visit the site & make himself / themself aware of the scope & specification of the work to be done & of conditions and other factors bearing on the execution of the work before on line submission of his / their bids. Once the bid is finalized, under no circumstances arguments for crust deficiency / additional / altered works will be heard until & unless Engineer in charge deem so. Engineer in charge shall have right to reject & decision of Engineer in charge shall be final & binding.

1.00 % of Construction cost shall be deducted form Bill. Amount of Contract as per the Building and other Construction worker's welfare cess Act - 1996 (Labour & Employment Department Letter No. CWA - 2004 - 1831 - M (3). Dt. 9-12-05, Notification of Labour & Employment Department Dtd. 03-01-05 and Labour & Employment Department letter No. CWA / 2004-841-M(3), Dt. 14-12-05).

Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or Private laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from the contractor's running bill as per Govt., R&B Department No. TNC-1085/(4)/C dtd 20-12-91.

For Tender cost more than Rs. 2.50 lacs, 2% (percent) Tax deduction at source shall be made (which includes 1% (one percent) for GST & 1% (one percent) for CGST) as per Govt. of Gujarat, Finance Deptt.'s Circular No. : GST/1017/ 1097/GST Cell, Dtd. 15/09/2018 & above Circular details to follows.

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

The contractor shall exhibit a board as per Government Circular No. Vernacular TNC/1090/ 24/S dated 05.03.2011 with details specifications and details of works and amount involved at site at his own cost as directed by Engineer-in-charge.

GST will be paid extra as per Govt. Emendment.

GST and Income tax will be deducted at source while making payment of bills.

Deputy Executive Engineer

R & B Panchayat Division Devbhoomi Dwarka

Khambhaliya

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Brief Description of Item

Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (B)Dence or Hard soil

Excavtion for foundation in upto 1.50m depth including sorting out &stcking of useful materials and disposing of the excavated stuff up to 50.00 m lead in (C) Hard Murrum

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters.(vii) 900mm dia with all lead.

Filling around the pipes with murrum including dressing and tampering etc. complete.

Supplying and stacking of crushed stone aggregates, chippings of hard of stone 40 to 63 mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code including filling the boxes with All lead and lift.

Supplying and stacking of crushed stone aggregates, chippings of hard of stone 6 to 10 mm size free of disintegrated pieces of deleterious and organic matter (for W.B.M.) and grading as per I.R.C. code including filling the boxes with All lead and lift.

Supplying and stacking of stone dust on road site including filling the measure boxes with All lead and lift

Spreading the stone aggregate for rolling and W.B.M. including filling the interstices to required camber and gradient (excluding spreading of Blindage) All size aggreagates

Spreading blindage or road crust filling the gaps in metal and leveling to camber and gradient as directed.(i) STONE DUST

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C) Water bound Macadam (Layer not exceeding 100mm thickness)

Providing and filling in foundation with ordinary C.C. M-100 mix and Providing necessary vertical pin headers including formwork, vibrating, ramming and curing etc. complete.

Providing & Casting in situ ordinary CC M-150 mix & providing necessary pin headers including shuttering , scaffolding , laying , vibrating , curing & finishing complete with out V-grooves ( A ) Ht. upto 0.0m to 5.0m) More than 10 ton

Providing and casting in situ Ordinary cement concrete M200 for average 100 mm thick wearing coat laid as directed including temping, vibrating, finishing in joints with Bitumin as directed etc. comp.

Providing and fixing in position FE 500D TMT bar reinforement including cutting, bending and tying complete as per detailed drawings for (A) Piers (B) Abutments (C) R.C.C. Returns.

Providing and fixing in position FE 500D TMT bar reinforement including cutting, bending and tying complete as per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat.

Executive Engineer

R&B (P) Division

D.B.Dwarka

Kalyanpur

Name of road

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

37.50mm BUSG

25mm carpet

Seal Coat 0.18/10 sq

Executive Engineer,

Panchayat ( R & B ) Division,

DevBhumi Dwarka

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

Tack Coat For BUSG

Tack Coat For Carpet

Executive Engineer,

Panch. ( R & B ) Division,

DevBhumi Dwarka

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

T.M.T. FE-500D

T.M.T. FE-500D

Executive Engineer

Panchayat R.& B. Division

D.B.Dwarka

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

Item No as per Sch.B

Executive Engineer

Panchayat ( R & B) Division

Devbhumi Dwarka

Material

Aggregate

M C Metal 40 to 63 mm

Screening Material 6 to 10 mm

Impact

Abrasion

Crushing Strength

Earthwork

Moisture Content ( BIS 2720 Part II)

Sand Content ( BIS 2720 Part IV)

Plasticity Test ( BIS 2720 Part V)

Cement

Setting time

Compressive strength

Soundness

5 Sample Per 600 MT

6 Sample Per 800 MT

Specific Gravity

Water absorbtion

Alkali reaction

Silt content

Gradatin

Crushed Stone Aggregate For Concrete Work

Flakiness

Impact

Abrasion

Water absorption

Specific Gravity

Soundness

CC Cube

Water

Chemical Analysis

Salinity

Mild Steel

Rleaned Test ( for HYSD)

Asphalt Work

Quality of Binder

Bulk Asphalt

Rate of spreading of Binder

Construction of Causeway on way of krushna nagar to khodiyar mataji temple at village bhatiya Ta: Kalyanpur Dist: Devbhumi Dwarka

Tender It. No.

WBM Metal

Crushed Metal For Concrete

Sand for All Items

Cement

2 Sample per 100 MT

3 Sample per 200 MT

4 Sample per 300 MT

5 Sample Per 600 MT

6 Sample Per 800 MT

Steel

1 Test/Working Season or Change River/Bore

Murrum

Water

Bulk Ashphalt

1 to 10 tanker - 1 test

Ashphalt Emulsion

C.C. Cube

(1) RCC Item where there is change in grade of mix or change in cement level as per actual mix design the different of cement consumption and above mentioned shall be deducted from the rate of original item of the rate of star rate maintained in.

Deputy Executive Engineer

Panchayat R&B Division

D.B.Dwarka