}

Jaigad R.R. Water Supply Scheme. (Stage Ii, Part - I) Tal & Dist. Ratnagiri. Raising Height Of Kalzondi Dam, Jacketing & Grouting, Diversion Varawade Kalzondi Road, And Construction Of Bridges & C.D. Works For Road, RATNAGIRI-Maharashtra

Water Supply And Sanitation Department-WSSD has published Jaigad R.R. Water Supply Scheme. (Stage Ii, Part - I) Tal & Dist. Ratnagiri. Raising Height Of Kalzondi Dam, Jacketing & Grouting, Diversion Varawade Kalzondi Road, And Construction Of Bridges & C.D. Works For Road. Submission Date for this Tender is 20-02-2021. Bridge Work Tenders in RATNAGIRI Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

26737690
Corrigendum : Jaigad R.R. Water Supply Scheme. (Stage Ii, Part - I) Tal & Dist. Ratnagiri. Raising Height Of Kalzondi Dam, Jacketing & Grouting, Diversion Varawade Kalzondi Road, And Construction Of Bridges & C.D. Works For Road
Open Tender
Indian
Maharashtra
RATNAGIRI
20-02-2021

Tender Details

Jaigad R.R. Water Supply Scheme. (Stage II, Part - I) Tal & Dist. Ratnagiri. Raising height of Kalzondi Dam, Jacketing & Grouting, Diversion Varawade Kalzondi Road, and Construction of Bridges & C.D. Works for road

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Feb-2021 Corrigendum No1 Other 20-02-2021

Key Value

Document Fees
INR 28000 /-
EMD
INR 796600.0 /-
Tender Value
INR 15.93 Crore /-

BOQ Items

Name of Work: Jaigad R.R. Water Supply Scheme. (Stage II, Part - I) Tal & Dist. Ratnagiri. Raising height of Kalzondi Dam, Jacketing & Grouting, Diversion Varawade Kalzondi Road, and Construction of Bridges & C.D. Works for road.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Rising height of Kalzondi Dam. BI01010001010000000000000515BI0100001112
2 1.01 Excavation in hard murum including boulders upt 0.6m dia.m. (0.113 Cum) for canal, seating of embankment, filter drain / catch water drain etc. and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1.0 Km and 6 M lift. BI01010001010000000000000515BI0100001113 19346 Cum
3 1.02 Excavation in hard rockof all toughness by breaker including boulders above 0.6 M dia. (0.113 cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, leveling bed etc. complete with lead upto 1.0 Km and lift upto 6 M. BI01010001010000000000000515BI0100001114 3286 Cum
4 1.03 Providing, constructing coffer dam in river basin/dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if required) Providing impervious/ semiprevious materials on both side of B.C. Soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the materials as directed by the Engineer-in-charge. BI01010001010000000000000515BI0100001115 2240 Cum
5 1.04 Dismantling the stone masonary in cement morter including stacking the material as directed with 15 M lead and 1.5 M lift etc. complete. BI01010001010000000000000515BI0100001116 468.389 Cum
6 1.05 Dismantling the old lime concrete or cement concrete including stacking the materials as directed with 15 M lead and 1.5 M lift etc. complete. BI01010001010000000000000515BI0100001117 116 Cum
7 1.06 Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-incharge (including cost of macheniery, labour, fuel) etc. complete. BI01010001010000000000000515BI0100001118 1 Job (Lum Sum)
8 1.07 Drilling 40 mm dia holes in masonry or concrete structure with providing and fixing 0.5 M long G.I. Pipe line for pressure grouting including all Material, labour cost and machinery charges, etc. complete. BI01010001010000000000000515BI0100001119 1897 Rmt
9 1.08 Drilling 32 mm dia. grout holes in concrete/rock by per cusion dirlling using jack hammer as directed to speficifed depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, venteliation, lightening, drainage and all other ancillary operation etc. complete BI01010001010000000000000515BI0100001120 4881 Rmt
10 1.09 Grouting cement slurry in grout holes under specified pressure for consolidation/ contact grouting including cost of all materials, machinery, labour, re-drilling whereever necessary, ventilation, lightening, drinage and other ancillary operations etc. complete with lead upto 1.0 Km and all lifts. BI01010001010000000000000515BI0100001121 528.3 M.T.
11 1.1 Taking trial bores for detailed investigation with NX diamond drill double tube in all sorts of soils like soft murum, hard murum and boulders including all materials such as casing pipes, accessiories, grease, steel balsams and other such materials and or as required including conveying such materials and machinery to site of works preserving these loose sample in glass / plastic jars and core samples serially numbered at site of work and conveying the same to the headquarter of concerned office as directed and submission of detailed bore log sheet complete as directed by Engineer in Charge.\nHard rock other than quartizite. BI01010001010000000000000515BI0100001122 586 Rmt
12 1.11 Carring out water intake test / permeability test at any stage or depth as may be directed by Engineer in Charge by filling the bore hole with water or air at specific pressure of specified limit as and where directed etc. complete. BI01010001010000000000000515BI0100001123 587 Test
13 1.121 A) Providing and laying in situ C.C. of grade M-15 of trap /trap/ granite/ gneiss/ quartzite graded metal for foundation and grading with Batching Plant and Transit Mixure (compacting curing etc. complete with an initial leads of 50 M and lift of 1.5 M (40 MSA) BI01010001010000000000000515BI0100001124 5624 Cum
14 1.122 B) Providing and laying in situ C.C. of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC work of gallery, sluice, spill way crest, spill way down stream test, energy dissipting structures, intact structure, training walls, pears, abutments, slab etc. with batching plant and transist Mixutre including shuttering and scapffolding compacting, curring etc. complete with and intial lead of 50M and lift of 1.5 M. (40 M.S.A.) BI01010001010000000000000515BI0100001125 12309 Cum
15 1.13 Providing and laying in situ C.C. of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC work of gallery, sluice, spill way crest, spill way down stream test, energy dissipting structures, intact structure, training walls, pears, abutments, slab etc. with batching plant and transist Mixutre including shuttering and scapffolding compacting, curring etc. complete with and intial lead of 50M and lift of 1.5 M. (20 M.S.A.) BI01010001010000000000000515BI0100001126 560 Cum
16 1.14 Providing and fixing of BITUFLEX CLOSE CELL FOAM of size 30 mm x 30 mm in double layer in the expansion joints in R.C.C. framed structure (at floor level / at terrace level / interior columns) for overlapping of closed cell foam joints, applying TP-40 PRIMER on both the sides of concrete surface, filling the 25 mm x 25 mm gap with the POLYDEE-41 highly flexible sealant and covering the joint with Polydee-LM, 150 mm width in 2 coats etc. complete. BI01010001010000000000000515BI0100001127 139 Rmt
17 1.15 Providing and fixing in position steel bar reinforecement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bendings, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.(Including cost of Binding wire) BI01010001010000000000000515BI0100001128 217 M.T.
18 1.16 Providing and laying salt glazed stone ware pipe of following diameter including fiting such as bends, tees, single, junction, double junction, laying, jointing including excavation and refilling trenches complete.\na) 150 mm diametere BI01010001010000000000000515BI0100001129 512 Rmt
19 1.161 b) 225 mm diametere BI01010001010000000000000515BI0100001130 620.4 Rmt
20 1.17 Providing and laying sand bedding behind the abutement, returns, wings or walls for filter including compacting and dressing etc. BI01010001010000000000000515BI0100001131 132 Cum
21 1.18 Providing and laying metal below revetment from rubble stone of approved quality from borrow area to the specific thikness of 10 cm includng hand packing ramming etc. complete with all leads and lifts. BI01010001010000000000000515BI0100001132 255 Cum
22 1.19 Providing and fixing 80 mm diameter A.C/P.V.C. pipes, weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc.complete. BI01010001010000000000000515BI0100001133 242 Rmt
23 1.2 Providing casing embankment using selected pervious material from approved borrow areas in layers including cost of all materials, machiniery, labour all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling sectioning edges / sides watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc. complete with lead upto 1 Km and 6 M lift. BI01010001010000000000000515BI0100001134 12399 Cum
24 1.21 Providing and supplying ISI mark C.I. S/S pipe (push on joints pressure pipes of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/ 1989 or latest edition/ revision with amendments for Rubber Gaskets. (IS-1536 / 2001)\n(Suitable for Tyton / Pig lead joints) \n300mm dia 'B' Class BI01010001010000000000000515BI0100001135 60 Rmt
25 1.22 Lowering, laying and jointing CI 'B' Class connecting mains with rubber gaskets including transportation of pipes from store to site of works, cost of jointing materials, cost of rubber gasket with all leads and lifts etc. complete\n300mm dia 'B' Class BI01010001010000000000000515BI0100001136 60 Rmt
26 1.23 Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.\n300mm dia C.I.D.F. Valve BI01010001010000000000000515BI0100001137 1 No.
27 1.24 Lowering, laying and jointing in position following CID/F Reflux valves, Butterfly valves and Sluice valces including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. (Rate for all class of valves.)\n300mm dia C.I.D.F. Valve BI01010001010000000000000515BI0100001138 1 No.
28 1.25 Giving satisfactory hydrolic testing of following CID./F Sluice valves. BI01010001010000000000000515BI0100001139 1 No.
29 1.26 Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete) (Rate as per R.A. No. 24) (300 mm dia. D/F. Specials.) BI01010001010000000000000515BI0100001140 500 Kg.
30 1.27 Providing structural steel work in rolled sections like joints, channels, angles, tees, etc. as per detailed designs and drawings including fising in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality & shade, etc. complete. BI01010001010000000000000515BI0100001141 4.4 M.T.
31 1.28 Dismantling dead pipe line of C.I. pipe including cost of necessary excavation & refilling of trenches, breaking the joints, lifting the pipes and stacking to the place as directed by Engineer-in-charge with all leads and lifts including cleaning the surface, etc. complete. BI01010001010000000000000515BI0100001142 60 Rmt
32 2 Diversion of Varavade Kalzondi Road Due to Raising Height of Dam BI01010001010000000000000515BI0100001143
33 2.01 Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. BI01010001010000000000000515BI0100001144 3468.75 Cum
34 2.02 Excavation for catch / side water gutters in Hard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. BI01010001010000000000000515BI0100001145 867.19 Cum
35 2.03 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.\n(Material obtained from departmental Land) BI01010001010000000000000515BI0100001146 28214.8 Cum
36 2.04 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading I (Using Screening Type A (13.2) mm Aggregate) BI01010001010000000000000515BI0100001147 990 Cum
37 2.05 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) BI01010001010000000000000515BI0100001148 600 Cum
38 2.06 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. BI01010001010000000000000515BI0100001149 750 Cum
39 2.07 Spreading hard murum for side width etc. complete BI01010001010000000000000515BI0100001150 750 Cum
40 2.08 Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. BI01010001010000000000000515BI0100001151 6000 Sqm
41 2.09 Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. BI01010001010000000000000515BI0100001152 6240 Sqm
42 2.1 Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller\nWith plastic BI01010001010000000000000515BI0100001153 4500 Sqm
43 2.11 Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) BI01010001010000000000000515BI0100001154 4500 Sqm
44 2.12 Providing and fixing R.C.C. 1:2:4 ordinary km. stones including painting numbering etc. complete for N.H./ S.H./ M.D.R. etc. as per IRC design for highway km stone and fixing in standard size C.C. 1:4:8 block etc. complete. BI01010001010000000000000515BI0100001155 2 Nos.
45 2.13 Providing and fixing R.C.C. 200 metre stones as per I.R.C. standard including fixing in standard size C.C.1:4:8 block including curing, painting lettering etc. complete. BI01010001010000000000000515BI0100001156 8 Nos.
46 2.14 Providing and fixing M-15 R.C.C. guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in C.C. 1:4:8 and white washing etc. complete. BI01010001010000000000000515BI0100001157 100 Nos.
47 2.16 Payement of testing charges if contractor produced authorised results\nA)Pentration, S.P.,F.F.,Sp.Gr. BI01010001010000000000000515BI0100001158 3 Nos.
48 2.17 B) Impact crushing value,Water absorption specific gravity BI01010001010000000000000515BI0100001159 8 Nos.
49 2.18 C) Gradiation BI01010001010000000000000515BI0100001160 6 Nos.
50 2.19 D) F.I.& E.I BI01010001010000000000000515BI0100001161 2 Nos.
51 2.2 E) Abrasion BI01010001010000000000000515BI0100001162 2 Nos.
52 2.21 F) Binder content ( Extraction ) BI01010001010000000000000515BI0100001163 2 Nos.
53 3 Construction of Bridges Due to Raising Height of Dam BI01010001010000000000000515BI0100001164
54 3.01 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. BI01010001010000000000000515BI0100001165 1274.68 Cubic metre
55 3.02 Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. BI01010001010000000000000515BI0100001166 141.64 Cubic metre
56 3.03 Dewatering in perinnial River or stream including diversion of stream providing cofferdam, bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc. Complete.\nA) For Abutments BI01010001010000000000000515BI0100001167 2 Job (L/s)
57 3.04 Providing and laying in situ / ready mix cement concrete of M15 proportion with trap metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001168 288.86 Cubic metre
58 3.05 Providing and laying in situ / ready mix M-20 plain cement concrete of trap metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners BI01010001010000000000000515BI0100001169 1210.26 Cubic metre
59 3.06 Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) BI01010001010000000000000515BI0100001170 12.7 Cubic metre
60 3.07 Providing and laying in situ / ready mix M25 controlled cement concrete of trap metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001171 105.68 Cubic metre
61 3.08 Providing and laying in situ / ready mix M 25 RCC of trap metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001172 12.52 Cubic metre
62 3.09 Providing and cutting bending, hooking, laying in position and tying HCRM/ CRS for reinforcement as per detailed drawings for R.C.C. work.\nA) Sub Structure BI01010001010000000000000515BI0100001173 1.07 M.T.
63 3.091 B) Super structure BI01010001010000000000000515BI0100001174 9.14 M.T.
64 3.1 Providing tar paper bearing including laying in proper position etc. complete. BI01010001010000000000000515BI0100001175 27 Sqm
65 3.11 Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. BI01010001010000000000000515BI0100001176 48.3 Sqm
66 3.12 Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. BI01010001010000000000000515BI0100001177 32 Nos.
67 3.13 Providing and laying weep holes of 100 mm diameter AC/PVC pipes as per drawing for abutment returns, return walls etc. Complete. BI01010001010000000000000515BI0100001178 282 Rmt
68 3.14 Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) BI01010001010000000000000515BI0100001179 49.2 Cum
69 3.15 Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. BI01010001010000000000000515BI0100001180 165.32 Sqm
70 3.16 Providing selected hard murum filling including laying in layers of 15 to 20cm with watering and compacting etc. complete.(Only labour charges ) BI01010001010000000000000515BI0100001181 641.7 Cum
71 3.17 Providing and laying in situ / ready mix M 25 CC of trap metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001182 11.08 Cum
72 3.18 Providing RCC railing of cast in situ / ready mix RCC posts with M20 CC of trap metal for horizontal and vertical members as per detailed drawings including reinforcement, scaffolding, centering, formwork, compaction, finishing and curing with watering chemical compound etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) ) BI01010001010000000000000515BI0100001183 82.4 Rmt
73 3.19 Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete. BI01010001010000000000000515BI0100001184 2 No.
74 3.2 Payment of testing charges if contractor produced authorised results\n1) Basic test of Cement BI01010001010000000000000515BI0100001185 4 Nos.
75 3.201 2) Fineness Modulus (Sieve analysis) Silt & Clay Content BI01010001010000000000000515BI0100001186 2 No.
76 3.202 3) Chloride & Sulphate Content L/S approach BI01010001010000000000000515BI0100001187 2 No.
77 3.203 4) Sieve analysis BI01010001010000000000000515BI0100001188 4 Nos.
78 3.204 5) Water Absorption Impact & crushing value BI01010001010000000000000515BI0100001189 2 No.
79 3.205 6) Abrasion BI01010001010000000000000515BI0100001190 2 No.
80 3.206 7) Flakiness & Elongation Index BI01010001010000000000000515BI0100001191 2 No.
81 3.207 8) Wt. per meter Ultimate tensile stress, Yield stresss & Elongation test BI01010001010000000000000515BI0100001192 2 No.
82 3.208 9) Conc. Mix design BI01010001010000000000000515BI0100001193 2 No.
83 3.209 10) Compressive strength BI01010001010000000000000515BI0100001194 16 Nos.
84 4 Consruction of C.D. Works For Road BI01010001010000000000000515BI0100001195
85 4.01 Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. BI01010001010000000000000515BI0100001196 229.44 Cum
86 4.02 Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. BI01010001010000000000000515BI0100001197 25.52 Cum
87 4.03 Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001198 16.64 Cum
88 4.04 Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand) BI01010001010000000000000515BI0100001199 113.44 Cum
89 4.05 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. BI01010001010000000000000515BI0100001200 80 Rmt
90 4.06 Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. BI01010001010000000000000515BI0100001201 68.88 Cum
91 4.07 Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. BI01010001010000000000000515BI0100001202 300 Sqm
92 4.08 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. BI01010001010000000000000515BI0100001203 144 Cum
93 4.09 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing 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 ?with Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) BI01010001010000000000000515BI0100001204 48.6 Cum
94 4.1 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material BI01010001010000000000000515BI0100001205 30 Cum
95 4.11 Payement of testing charges if contractor produced authorised results\nCement ( Standard Consistancy, Fineness, Sp. Grav., Sett time, Comp stren, Soundness) BI01010001010000000000000515BI0100001206 1 No.
96 4.111 Metal (WA, Sp Grav, Impact, Crush Value,) BI01010001010000000000000515BI0100001207 1 No.
97 4.112 Seive Analysis BI01010001010000000000000515BI0100001208 2 Nos.
98 4.113 Flakiness & elongation BI01010001010000000000000515BI0100001209 2 Nos.
99 4.114 Abrasion BI01010001010000000000000515BI0100001210 2 Nos.
100 4.12 Sand ( Fineness Modu, Silt & clay content) BI01010001010000000000000515BI0100001211 1 No.
101 4.121 C C Cube (Comp. Strength) BI01010001010000000000000515BI0100001212 2 Nos.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail