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