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Rehabilitation And Improvement Works Of Matrikundia Dam District Chittorgarh/ Bhilwara ( Rajasthan ) Under Dam Rehabilitation And Improvement Project ( Drip ) Phase-Ii, MATRIKUNDIA DAM CHITTOR,BHILWARA-Rajasthan

Water Resources Department-WRD has published Rehabilitation And Improvement Works Of Matrikundia Dam District Chittorgarh/ Bhilwara ( Rajasthan ) Under Dam Rehabilitation And Improvement Project ( Drip ) Phase-Ii. Submission Date for this Tender is 05-11-2020. Civil Work Tenders in MATRIKUNDIA DAM CHITTOR,BHILWARA Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

24470621
Corrigendum : Rehabilitation And Improvement Works Of Matrikundia Dam District Chittorgarh/ Bhilwara ( Rajasthan ) Under Dam Rehabilitation And Improvement Project ( Drip ) Phase-Ii
Open Tender
Indian
Rajasthan
MATRIKUNDIA DAM CHITTOR,BHILWARA
05-11-2020

Tender Details

Rehabilitation And Improvement Works Of Matrikundia Dam District Chittorgarh/ Bhilwara ( Rajasthan ) Under Dam Rehabilitation And Improvement Project ( Drip ) Phase-Ii

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jun-2020 DATE EXTEND Date 04-08-2020
2 30-Jul-2020 DATE EXTEND 2ND Date 04-09-2020
3 25-Aug-2020 DATE EXTEND 03 Date 05-10-2020
4 01-Oct-2020 DATE EXTEND 4TH Date 05-11-2020
5 23-Oct-2020 PRE BID MEETING AMENDMEND Other 05-11-2020
6 24-Oct-2020 ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN Other 05-11-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 2260000.0 /-
Tender Value
INR 11.30 Crore /-

BOQ Items

Name of Work: Rehabilation and Improvement works of Matrikundia Dam under Dam Rehabilitation and Improvement Project (DRIP) Phase-II
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PART A – CIVIL WORKS BI01010001010000000000000515BI0100001112
2 2 1_MAIN DAM JUNGLE CLEARANCE BI01010001010000000000000515BI0100001113
3 3 Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (Thick) BI01010001010000000000000515BI0100001114 414900 Sqm
4 4 Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department BI01010001010000000000000515BI0100001115
5 4.1 7.5 cm to 15 cms girth BI01010001010000000000000515BI0100001116 1322 Each
6 4.2 Over 15 cms to 30 cms. Girth BI01010001010000000000000515BI0100001117 296 Each
7 4.3 Over30 cms to 45 cms. girth BI01010001010000000000000515BI0100001118 227 Each
8 4.4 Over 45 cms to 60 cms. girth BI01010001010000000000000515BI0100001119 82 Each
9 5 2_Embankment dam Earthwork BI01010001010000000000000515BI0100001120
10 6 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect\nHard / dense soil BI01010001010000000000000515BI0100001121 8292.45 CUM
11 7 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect with 1.5KM and upto 2 km. BI01010001010000000000000515BI0100001122 38254.2 CUM
12 8 Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect\n(a) Earth / Soil BI01010001010000000000000515BI0100001123 8292.45 CUM
13 9 Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer\nthickness including loading and un-loading wherever required with cost of\ndewatering wherever required complete in all respect\nNot exceeding 20cm BI01010001010000000000000515BI0100001124 8292.45 CUM
14 10 Compaction of earth or highly weathered strara\nBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of (i) at least 98% of Standard Proctor's density BI01010001010000000000000515BI0100001125 45239.6 CUM
15 11 Watering of earth including cost of carriage of water when source of water is up to 1 Km BI01010001010000000000000515BI0100001126 45239.6 CUM
16 12 Supply of morrum and murda including all lead and lift BI01010001010000000000000515BI0100001127 9236.79 CUM
17 13 Spreading of quarry rubbish/spalls to required grade & camber in layers not exceeding15cm.thickness (loose) as per specifications including dressing etc. complete. BI01010001010000000000000515BI0100001128 9236.79 CUM
18 14 Dry boulder filling in required profile with filling of voids etc complete including all leads & lifts and well finished surface BI01010001010000000000000515BI0100001129 17752.5 CUM
19 15 Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted. BI01010001010000000000000515BI0100001130 262 Each
20 16 3_PARAPET WALL BI01010001010000000000000515BI0100001131
21 17 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. (poor quality) BI01010001010000000000000515BI0100001132 393 CUM
22 18 Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.poor quality work BI01010001010000000000000515BI0100001133 15720 Sqm
23 19 Excavation including loading, unloading disposal and dressing of excavated earth within intial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.\nHard/dense soil . BI01010001010000000000000515BI0100001134 521.4 CUM
24 20 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm BI01010001010000000000000515BI0100001135 1284.3 CUM
25 21 Cement concrete (1:3:6)M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded Crusher broken stone aggregate of maximum size upto 20mm. BI01010001010000000000000515BI0100001136 139.65 CUM
26 22 R.R. stone masonry (using R.R. Stones where 75% stones to be not less than 15 cms. in size in any direction and weigh-ing not less than 23 kg.) for superstructure including curing all leads of all construction etc. complete in cement sand mortar 1:6. BI01010001010000000000000515BI0100001137 953.55 CUM
27 23 Plaster in cement, sand mortar ( 1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm. BI01010001010000000000000515BI0100001138 18593 Sqm
28 24 Side shuttering including propping etc. complete (to achieve finish (F2 for retaining wall upstream or down-stream slope facing of dams and open faces of construction joints etc. BI01010001010000000000000515BI0100001139 9468 Sqm
29 25 4_Cut-Off-Trench BI01010001010000000000000515BI0100001140
30 26 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect BI01010001010000000000000515BI0100001141
31 26.1 Hard / dense soil BI01010001010000000000000515BI0100001142 7714.14 CUM
32 26.2 Hard soil mixed with kankar / boulder, morrum BI01010001010000000000000515BI0100001143 15428 CUM
33 26.3 Hard rock not requiring blasting BI01010001010000000000000515BI0100001144 2571.38 CUM
34 27 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. with extra lead 1.5 km upto 2km.(black cotton soil) BI01010001010000000000000515BI0100001145 46010.1 CUM
35 28 Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect BI01010001010000000000000515BI0100001146 7950 Sqm
36 29 Compaction of earth or highly weathered strata\nBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of.\n(i) at least 98% of Standard Proctor's density BI01010001010000000000000515BI0100001147 46010.1 CUM
37 30 Watering of earth including cost of carriage of water when source of water is beyond 250m but up to 1km BI01010001010000000000000515BI0100001148 46010.1 CUM
38 31 Dry boulder filling in required profile with filling of voids etc complete including all leads & lifts and well finished surface BI01010001010000000000000515BI0100001149 3498 CUM
39 32 5_ PITCHING BI01010001010000000000000515BI0100001150
40 33 Dismentling of masonry with care inclusive of dewatering wherever required \ndry stone masonry for pitching BI01010001010000000000000515BI0100001151 1898.47 CUM
41 34 Supplying and laying sand in required profile including all lead & lifts. BI01010001010000000000000515BI0100001152 2302.32 CUM
42 35 Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts BI01010001010000000000000515BI0100001153 2302.32 CUM
43 36 R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of BI01010001010000000000000515BI0100001154 3530.23 CUM
44 37 6_ Murrom BI01010001010000000000000515BI0100001155
45 38 Supply of morrum or murda including all lead and lift BI01010001010000000000000515BI0100001156 1683 CUM
46 39 Spreading & consolidation of quarry rubbish/spalls to required grade & camber in layers not exceeding 15 cm thickness (loose)by road roller as per specification including dressing etc complete BI01010001010000000000000515BI0100001157 1683 Sqm
47 40 Compaction of earth or highly weathered strata \nBy manually or plain roller. (density 90% of Proctor) BI01010001010000000000000515BI0100001158 1683 CUM
48 41 Watering of earth including cost of carriage of water when source of water is upto 1 km BI01010001010000000000000515BI0100001159 1683 CUM
49 42 7_ CC road BI01010001010000000000000515BI0100001160
50 43 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and highly weathered rock for \nfor bottom surface BI01010001010000000000000515BI0100001161 4230 Sqm
51 44 Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 40 mm BI01010001010000000000000515BI0100001162 423 CUM
52 45 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm BI01010001010000000000000515BI0100001163 846 CUM
53 46 Side shuttering including propping etc. complete (to achieve finish (F2 for retaining wall upstream or down-stream slope facing of dams and open faces of construction joints etc. BI01010001010000000000000515BI0100001164 564 Sqm
54 47 8_ Toe- drain BI01010001010000000000000515BI0100001165
55 48 Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soft rock & similar type of strata for BI01010001010000000000000515BI0100001166
56 48.1 BED BI01010001010000000000000515BI0100001167 4740 Sqm
57 48.2 SLOPE BI01010001010000000000000515BI0100001168 8058 Sqm
58 49 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect BI01010001010000000000000515BI0100001169 7110 CUM
59 50 Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm BI01010001010000000000000515BI0100001170 355.5 CUM
60 51 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm BI01010001010000000000000515BI0100001171 924.3 CUM
61 52 Side shuttering including propping etc. complete (to achieve finish (F2 for retaining wall upstream or down-stream slope facing of dams and open faces of construction joints etc. BI01010001010000000000000515BI0100001172 8058 Sqm
62 53 9_SPILLWAY (Concrete / Masonary) BI01010001010000000000000515BI0100001173
63 54 Guniting BI01010001010000000000000515BI0100001174
64 55 Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect \nHard / dense soil BI01010001010000000000000515BI0100001175 822 CUM
65 56 Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. (poor quality) BI01010001010000000000000515BI0100001176 822 Sqm
66 57 Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. BI01010001010000000000000515BI0100001177 2806.84 Sqm
67 58 37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh size 50 mm x 50 mm of good quality rust free, with anchors/ clamps on surface to be treated, after cleaning the surface and applying epoxy, Mortar is to be applied with compressor having base layer of 12mm, and second layer of 25 mm thickness , complete as per technical specification. BI01010001010000000000000515BI0100001178 2806.84 Sqm
68 59 PIPE RAILING BI01010001010000000000000515BI0100001179
69 60 Demolishing of reinforced concrete including stacking of useable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.(poor quality work) BI01010001010000000000000515BI0100001180 17.5 CUM
70 61 Drilling holes of 35 mm diameter for anchor rods.\ni) Upto 1.50 m. depth BI01010001010000000000000515BI0100001181 700 RM
71 62 Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete BI01010001010000000000000515BI0100001182 1400 NO
72 63 Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.\n12mm BI01010001010000000000000515BI0100001183 2102.1 KG
73 64 Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove BI01010001010000000000000515BI0100001184 280 Sqm
74 65 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm BI01010001010000000000000515BI0100001185 17.5 CUM
75 66 Finishing wall with water proofing cement paint of approved brand and manufacture and required shade to give an even shade including all scaffolding. BI01010001010000000000000515BI0100001186 910 Sqm
76 67 P &F GI Pipes(External work)with GI fittings(IS ;1239 Mark)including trenching &Refilling earh etc. 65 mm dia nominal bar 65 mm BI01010001010000000000000515BI0100001187 2195 RM
77 68 Painting with ready mixd paint of approved brand brand & maintenance in all shade to given an even shade new steel work two more coat. BI01010001010000000000000515BI0100001188 448 Sqm
78 69 Office building & rest house BI01010001010000000000000515BI0100001189
79 70 180 cm high fencing with angle iron post 55 x 55 x 6 mm placed at every 3 m apart 45 cm in ground embedded in cement concrete 1:3:6 (30 x30x60 cm) corner and every tenth post to be strutted with 55x55x6 mm angle iron provided with 6 horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete BI01010001010000000000000515BI0100001190 490 metre
80 71 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect with 1.5KM and upto 2 km. BI01010001010000000000000515BI0100001191 545.7 CUM
81 72 Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor required as per site condition to obtain dry density of.(i) at least 98% of Standard Proctor's density BI01010001010000000000000515BI0100001192 545.7 CUM
82 73 Watering of earth including cost of carriage of water when source of water is up to 1 Km BI01010001010000000000000515BI0100001193 545.7 CUM
83 74 Supplying and laying sand in required profile including all lead & lifts. BI01010001010000000000000515BI0100001194 51.85 CUM
84 75 Providing and laying of interlocking concrete block pavements having thickness 60mm as per drawing and technical specificatios BI01010001010000000000000515BI0100001195 1221 Sqm
85 76 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. (poor quality) BI01010001010000000000000515BI0100001196 62.39 CUM
86 77 Cement concrete mix (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20mm BI01010001010000000000000515BI0100001197 62.51 CUM
87 78 Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). Size 300x450,300x600(as per direction of engineer in charge) BI01010001010000000000000515BI0100001198 463.54 Sqm
88 79 Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. BI01010001010000000000000515BI0100001199 1160 kg
89 80 Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit. 9.26.3 MS sheet 20 SWG & Add extra for double leaf shutter BI01010001010000000000000515BI0100001200 78.26 sqm
90 81 Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm. long embedded in C.C. block 15x10x10 Cm. of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 55x20mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4 mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel power coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in-charge. Window openable BI01010001010000000000000515BI0100001201 212.8 Sqm
91 82 Providing and fixing Square bars or other flat welded to window, ventilators etc. BI01010001010000000000000515BI0100001202 90 KG
92 83 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. BI01010001010000000000000515BI0100001203 59.28 Sqm
93 84 Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. BI01010001010000000000000515BI0100001204 344.48 Sqm
94 85 P&F rigid PVC pipes (IS-4985 mark) Class II (4 kg./cum) approved quality / make including joining the pipe with solvent cement rubber ring and lubricant 110MM BI01010001010000000000000515BI0100001205 40 m
95 86 Providing corrugated G.I. Sheet roofing fixed with G.I. J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 600) & excluding the cost of purlins rafters and truses, for class of sheet : 1.25 mm thick (dam room). BI01010001010000000000000515BI0100001206 35.75 Sqm
96 87 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. BI01010001010000000000000515BI0100001207 10.5 Sqm
97 88 Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required. BI01010001010000000000000515BI0100001208 1552.7 Sqm
98 89 Plaster in cement, sand mortar ( 1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm. BI01010001010000000000000515BI0100001209 1552.7 Sqm
99 90 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer. BI01010001010000000000000515BI0100001210 2425.49 Sqm
100 91 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: BI01010001010000000000000515BI0100001211 849.5 Sqm
101 92 Wiring of light point / fan point / exhaust faan point/ call bell point with 1.5 sqmm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sqmm. Nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade (IS:694) of approved maake group 2 BI01010001010000000000000515BI0100001212
102 92.1 Short point (upto 3 mtrs.) BI01010001010000000000000515BI0100001213 24 Each
103 92.2 Medium point (up to 6 mtrs.) BI01010001010000000000000515BI0100001214 18 Each
104 92.3 Long point (up to 10 mtrs.) BI01010001010000000000000515BI0100001215 27 Each
105 93 Wiring of 3 pin 5amp. Light plug point with 1.5 sqmm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sqmm. Nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 KV grade (IS:694) of approved make in surface/ reces group 2 BI01010001010000000000000515BI0100001216 14 Each
106 94 P&F 240/415 V MCB of breaking capacity not less than 10 KV (B/C/D tripping characterstics) ISI marked IS 8828: 1996/ Conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. Group 2 BI01010001010000000000000515BI0100001217 5 Each
107 95 P&F fluorscent tube rod in existing fixtures as required, minimum 3 star rating, 36/40 watts BI01010001010000000000000515BI0100001218 15 Each
108 96 P&F star rated double ball bearing capacitor start, aluminium body and blade ceiling fan with down rod up to 30 cm with 3X1.5 sqmm PVC insulated flexible copper conductor making connection testing etc. as required.1200 mm sweep 3 star rated BI01010001010000000000000515BI0100001219 15 Each
109 97 Labour charges for removing WC pan( any type ) OF ALL SIZES WITH care incl. all necessory fitting P or S trap. BI01010001010000000000000515BI0100001220 4 Each
110 98 P/F universal (anglo-indian type) white galvalased vitreous china WC Pan Ist quality with P or S trap including cutting and making good the wall and floor BI01010001010000000000000515BI0100001221 4 Each
111 99 P & F white glazed conversation bend for WC from P trap to S trap BI01010001010000000000000515BI0100001222 4 Each
112 100 P & F PVC Storage tank ( IS:12701 marked indicating the BIS license no ) of approved make with cover 25 mm dia 1 M long GI over flow pipe & 25 cm long wash out pipe with plug & socket including making connection of approved design 500 litre capacity BI01010001010000000000000515BI0100001223 5 Each
113 101 Seepage drain line BI01010001010000000000000515BI0100001224
114 102 Excavation including loading, unloading disposal and dressing of excavated earth within intial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. BI01010001010000000000000515BI0100001225
115 102.1 Hard/dense soil . BI01010001010000000000000515BI0100001226 83.2 CUM
116 102.2 Hard soil mixed with kankar/ boulder,morrum BI01010001010000000000000515BI0100001227 124.8 CUM
117 103 Cement concrete (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded Crusher broken stone aggregate of maximum size upto 20mm. BI01010001010000000000000515BI0100001228 104 CUM
118 104 R.R. stone masonry (using R.R. Stones where 75% stones to be not less than 15 cms. in size in any direction and weigh-ing not less than 23 kg.) for superstructure including curing all leads of all construction etc. complete in cement sand mortar 1:6. BI01010001010000000000000515BI0100001229 332.8 CUM
119 105 Providing and laying cement concrete coping or (1:2:4) with maximum size of crusher broken aggrigate upto 20MM including shuttring etc. with all leads of material complete in all respect of thickness 75MM BI01010001010000000000000515BI0100001230 416 Sqm
120 106 Plaster in cement, sand mortar ( 1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials of thickness 20 mm. BI01010001010000000000000515BI0100001231 832 Sqm
121 107 GENERAL ITEM BI01010001010000000000000515BI0100001232
122 108 De-watering by pumping all water to maintain desired water level including cost of P.O.L./Power consumption etc. complete. 10 to 19 HP BI01010001010000000000000515BI0100001233 360 per hour
123 109 HYDROMECHANICAL WORKS BI01010001010000000000000515BI0100001234
124 110 Providing, Fabrication, machining with straightening work of Guide Tee,Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing with testing, including cost of all materials, with machinery,labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. Rate of work with all materials BI01010001010000000000000515BI0100001235 2400 kg
125 111 Providing Casting, dressing and assembling of Cast Iron Ballast weight assembly complete as per drawing with testing ,including cost of all materials as Cast iron Ballast weight , Suitable type tapped threaded hole with nut hook for lifting in all sides, with machinery, labour, cutting, aligning, welding, finishing, cleaning, etc., complete as per specifications and approved drawings with all lead and lifts, tools and tackles including packing & forwarding transportation charges for structural steel components and other materials.(52 Nos Gates) BI01010001010000000000000515BI0100001236 10180 kg
126 112 Providing fabrication and fitting work of Stainless steel flat on Embedded parts (on Departmental section, only MS section Given by department) of gates with testing , including cost of all materials( SS flat and welding rods etc.), machinery, tools and tackles, labour, cutting, aligning, welding, finishing, cleaning, applying two coat of cement primer etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials. .(52 Nos Gates) BI01010001010000000000000515BI0100001237 12795 kg
127 113 Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete BI01010001010000000000000515BI0100001238 440 m
128 114 Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete BI01010001010000000000000515BI0100001239 522.8 m
129 115 Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete BI01010001010000000000000515BI0100001240
130 115.1 Rubber seal musical note type 100mm x44mm x14mm (44mm Bulb) uncladed BI01010001010000000000000515BI0100001241 522.8 m
131 115.2 Rubber seal Flat type 100mm x14mm uncladed BI01010001010000000000000515BI0100001242 440 m
132 116 Providing and applying two coats of anticorrosive bituminous black paint of approved quality 40 micron dry film thickness each coat to gate components such as horizontal girders/sector and all bracings/ trunnion assembly/ yoke girders/ stiffeners/ foot bridge etc. including cost of all materials, labour, removing rust, cleaning surface, scaffolding with all lead and lifts etc. .(52 Nos Gates) BI01010001010000000000000515BI0100001243 11230 Sqm
133 117 Providing and applying one coat of Zinc rich epoxy primer paint (zinc content 85%) of approved quality 40 micron dry film thickness to gates/ embedded parts/ hoist components including cost of all materials, labour, removing rust cleaning surface, scaffolding with all lead and all lifts etc. complete. .(52 Nos Gates) BI01010001010000000000000515BI0100001244 11230 Sqm
134 118 Painting with ready mixd paint of approved brand brand and manufacture in all shade to given an even shade old steel work (one or more coat.) BI01010001010000000000000515BI0100001245 8531.47 Sqm
135 119 SITC of Silent DG Set (As per CPCB norms) complete with 1500 RPM Diesel Engine of suitable BHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown). Engine shall have residential silencer, up to 3 M exhaust piping , electronic / Mechanical governor, Manual & electric Start ,Batteries, Engine instruments panel, AVM and with Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mmCRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet & filled with 100mm thick glass wool(96Kg/m3)/Foam. as per IS 8183 the doors of 100 mm thick and fabricated from 1.6mm CRCA sheet packed with accoustic material, canopy fixed with axial flow fan , All doors/ opening are sealed with neoprene/EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set BI01010001010000000000000515BI0100001246 1 Each
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