Tender For Area Development At Timber Pond (Phase-Ii), Shalimar, Howrah, Kolkata-West Bengal

TDR : 54857683

Tender Notice
BOQ

1 Days Left

Kolkata , West Bengal

Tender Brief : Tender For Area Development At Timber Pond (Phase-Ii), Shalimar, Howrah

Document Fees
₹ 500 /-

EMD
₹ 1000000.0 /-

Tender Value
Refer document

Submission Date
20-04-2026

Competition Type
Indian

Bidding Type
Works

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1	Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: MR. Anukaran J Kandir, Senior Manager (Contract), Contract Cell. GRSE Limited ITEMS : AREA DEVELOPMENT AT TIMBER POND (PHASE-II), SHALIMAR, HOWRAH E-Tender No.: SCC/AJK/OT PRESS/TIMBER POND/PHASE-II/299/ET-3422 Date: 27.03.2026 Name of the Bidder/ Bidding Firm / Company : PRICE BID : ANNEXURE C(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.)NB: (i) UOM=Unit of Measurement; ii) sqm. = square meter, iii) Cum = Cubic Metre, iv) Qntl = Quintal , v) MT = Metric Tone, vi) Mtr = Metre, vii) RM = Running Metre, viii) EA = Each, ix)KG=Kilogram, x)SET=Set, xi) LS=Lump Sum, xii) M=Meter, xiii) M2= Meter Square, xiv) M3= Cubic Meter, NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Job Description Item No. QUANTITY UOM Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency UNIT RATE (INR) WITHOUT GST GST PERCENTAGE(%) GST Amount in INR Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies HSN / SAC Code * Name of Supply State / UT DRGS NO. Name of Supply State / UT Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category SAC Name of Supply State / UT TOTAL AMOUNT Without Tax TOTAL AMOUNT With Tax TOTAL AMOUNT In Words
2	SURVEY, DESIGN AND DRAWING
3	Detail survey, design and drawing as mentioned below are required for the construction of the Ship Launch Pad including retaining wall, hardstand, cable trench & allied civil structure for completion of Launch Pad.i)GA drawingii)All Civil drawing and detailingiii)Structural Drawing and detailingvii)Structural design vetting of final design & drawing by Reputed college/University like IIEST/JU/IIT/NIT(All drawing should be submitted both in hard and soft copies along with Auto Cad,staad & excel file for load calculation or any other input consideration) (Measurement will be done on the basis of plan area).
4	Detail survay of the proposed hard stand area and its surrounding using Auto Level/Total station and necessary design, drawing and detailing for the project.(All drawing should be submitted both in hard and soft copies along with PDF & Auto Cad files).
5	Design,drawing and detailing of 2 Nos of Strong point as mentioned below :- i)GA drawing ii)All Civil foundation design, drawing and detailing. iii)Design,drawing and detaling of strong point. iv)All Structural design ,drawing and detailing v) Vetting of final design & drawing ofstrong point. by Reputed college/University like IIEST/JU/IIT (All drawing should be submitted both in hard and soft copies along with Auto Cad, Staad & excel file for load calculation or any other input consideration) .
6	CONSTRUCTION OF SLIPWAY
7	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed .
8	Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed .
9	Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed .
10	Labour for lowering and stacking after dismantling in parts R.S. joists, channels, angles, tees, plates etc.complete as directed..
11	Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge..
12	Surface Dressing of the ground in any kind of soil including removing vegetation and disposal of the rubbish.
13	Earth work in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m. as directed. .
14	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete,With earth obtained from excavation of foundation.
15	Levelling and Compacting original ground (Sub Grade) by power roller/vibratory of capacity 80Kn to 100 Kn including filling in depression occour during rolling to obtain the desired dry density.
16	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.
17	Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD. Girth above 900 mm to 1800 mm.
18	Construction of Subgrade (including Supply of all materials) with Fly ash / Pond ash available from coal or lignite burning Thermal Plants as waste material (70%) and fine Sand (30%):Construction of Subgrade with fly ash (70%) conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material and fine sand (30%) properly mixed by mechanical means, spread and compacted in layer of 200mm thickness each so as to achieve 98% of maximum dry density, as specified in IRC: SP: 58-2001 and as per approved plans with lead upto 1000 m as per direction of Engineer-in-Charge..
19	Lime Stabilisation for Improving Subgrade Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade as per Clause 402 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement pre work and post work) (including supply of materials).
20	Providing and laying Sand Blanket with medium sandto required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.) (including cost of supply of materials).
21	Insertion of 22 mm dia pipe by hammering upto a depth of 4M..
22	Charge for grouting of soil by presure grouting of cement slurry. Soil grouting with cement and fine silica preferably white sand admixded with Sika Ment 170 PL4 @ 0.2 % by weight of cement at a pressure of approx 1.5 to 4 kg/Sqm. Cm.
23	Supplying ,laying, placing & fixing of 200 mm Wide Geocell for stabilizing the subgrade of road work or slope protection in all respect as per directed including all except cost of filler materials..
24	Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn includingcost of transportation by all means and other incidental charges complete..
25	Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Chargei) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag.
26	Supply of Silver sand at site for filler of Geo-textile bags.
27	Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories,specials.)(use for weep hole) 50 mm.
28	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand..
29	Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor.
30	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes..
31	Providing, laying, spreading and compacting stone aggregates of specific sizes including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering , including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-2 Aggregate (53 mm to 22.4 mm@ 1.21cum) Using Stone Screening Type B (11.2 [email protected] cum) and binding material stone dust mixed with grit @0.08cum By Manual Means.
32	Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in- Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with powerroller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants.The compaction factor is 0.67.Note: Rolling should also be done before spreading of mixture of stone dust and sand.
33	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. With approved concrete pump.
34	Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. ii)With approved concrete pump.
35	To ensure proper bonding between old and new concrete application of Epoxy based, two component structural bonding agent .
36	MS (IS-2062) Holding down bolt (duly hot dip galvanised) with 100 x 100 x 6 mm plate washer at bottom, MS Insert Plates and packing the hole with cement concrete or cement grout as directed.16 mm dia bolt,300 mm long.
37	Providing, erecting & fixing in position steel shuttering at all locations for all shapes etc in all complete including deshuttering of the same after specified period without damaging the concrete works as directed by Engineer-incharge, etc. Providing and applying approved form oil on all surfaces of formwork coming in contact with concrete as per specifications and drawings and as directed by Engineerin-charge..
38	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders , dowel bar (dowel bar [ms round plain bar] should be installed as per normal practice) etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction (Sail/Tata/RINL).
39	Providing Bored Cast-in-situ R.C.C.pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps including bentonite wash prior to placing concrete by tremie pipe in one continuous operation and including the cost of all material sand labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage , preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m. Work to be executed as per IS:2911 (Part II Sec 2).Using hydraulic piling rigPile diameter - As per design (M30).
40	Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge Testing load up to 100 T.
41	Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge. .
42	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
43	Supplying. preparing and placement of ready mixnon shrink cementious microconcrete having nometalic aggregate or chlorides for repairing and\iackting of damagedR.C.C.members. Themicroconcrete should achieve a compressive strength not less than 10 MPaafter 24 hours. 40 Mpaafter 7 days and 50Mpa aftre 28 days at 300C.It should haveunrestrained expansion in between 1 to 4%. flexuralstrength shall not be less than 5MPaafter 28 days.Micro concrete should have a co-efficient ofthermal expansion similar to that of the hostconcrete..
44	M.S. structural works in columns, beams, etc. with simple rolled structural members (e.g. joists, angle, channel ,hollow sections conforming to IS: 226, IS: 808 & SP (6)- 1964, connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as , labour insurance charges etc..
45	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary,With 1:4 cement mortar,15 mm thick plaster.
46	Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
47	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification .
48	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
49	Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
50	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white).
51	Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- MONOPOL 456 on the exterior faces of Buildings conforming to ASTM D 4541-02 having Electrochemical impedance of 107 Ω and achieving dry film thickness of minimum 200 microns in a primer coat followed by two top coats using brush or spray after complete cleaning & removal of oil, grease or loose particles from the surface. (Material: Krishna Conchem/ Fosroc/ Sika/Dr Fixit/MYK or equivalent)..
52	Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIRvalue not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. 300mm internal dia..
53	Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD 300MM.
54	Filler jointProviding and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
55	Painting Lines, Dashes, Arrows etc on Roads in TwoCoats on New WorkPainting lines, dashes, arrows etc on roads in twocoats on new work with ready mixed road markingpaint conforming to IS:164 on bituminous surface/concrete surface,including cleaning the surface of all dirt, dust andother foreign matter, demarcation at site and trafficcontrol (Reference to MORT&H's specification 803).(ii) Up to 10 cm in width.
56	Relocation/transplantation of whole tree/plant by uprooting it from its old location to plug it into the new position as per the direction of EIC.
57	CONSTRUCTION OF CONCRETE HARD STAND
58	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed .
59	Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed .
60	Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed .
61	Labour for lowering and stacking after dismantling in parts R.S. joists, channels, angles, tees, plates etc.complete as directed..
62	Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge..
63	Surface Dressing of the ground in any kind of soil including removing vegetation and disposal of the rubbish.
64	Earth work in excavation of foundation trenches or drains, in all sorts of soil including removing, spreading or stacking the spoils within a lead of 75 m. as directed. .
65	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete,With earth obtained from excavation of foundation.
66	Levelling and Compacting original ground (Sub Grade) by power roller/vibratory of capacity 80Kn to 100 Kn including filling in depression occour during rolling to obtain the desired dry density .
67	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.
68	Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specifications Clause 201 for Rural Roads of MORD. Girth above 900 mm to 1800 mm..
69	Construction of Subgrade (including Supply of all materials) with Fly ash / Pond ash available from coal or lignite burning Thermal Plants as waste material (70%) and fine Sand (30%):Construction of Subgrade with fly ash (70%) conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material and fine sand (30%) properly mixed by mechanical means, spread and compacted in layer of 200mm thickness each so as to achieve 98% of maximum dry density, as specified in IRC: SP: 58-2001 and as per approved plans with lead upto 1000 m as per direction of Engineer-in-Charge..
70	Lime Stabilisation for Improving Subgrade Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade as per Clause 402 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement pre work and post work) (including supply of materials).
71	Providing and laying Sand Blanket with medium sandto required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.) (including cost of supply materials).
72	Insertion of 22 mm dia pipe by hammering upto a depth of 4M..
73	Charge for grouting of soil by presure grouting of cement slurry. Soil grouting with cement and fine silica preferably white sand admixded with Sika Ment 170 PL4 @ 0.2 % by weight of cement at a pressure of approx 1.5 to 4 kg/Sqm. Cm.
74	Supplying ,laying, placing & fixing of 200 mm Wide Geocell for stabilizing the subgrade of road work or slope protection in all respect as per directed including all except cost of filler materials..
75	Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn includingcost of transportation by all means and other incidental charges complete..
76	Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by the Engineer-in-Chargei) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag.
77	Supply of Silver sand at site for filler of Geo-textile bags.
78	Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.)(use for weep hole) 50 mm.
79	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand..
80	Brick work with 1st class bricks in cement mortar (1:4) In superstructure, ground floor.
81	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes..
82	Providing, laying, spreading and compacting stone aggregates of specific sizes including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering , including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-2 Aggregate (53 mm to 22.4 mm@ 1.21cum) Using Stone Screening Type B (11.2 [email protected] cum) and binding material stone dust mixed with grit @0.08cum By Manual Means.
83	Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in- Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with powerroller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants.The compaction factor is 0.67.Note: Rolling should also be done before spreading of mixture of stone dust and sand.
84	80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices ofblocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge.Colour Decorative.
85	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. With approved concrete pump.
86	Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. ii)With approved concrete pump.
87	To ensure proper bonding between old and new concrete application of Epoxy based, two component structural bonding agent .
88	MS (IS-2062) Holding down bolt (duly hot dip galvanised) with 100 x 100 x 6 mm plate washer at bottom, MS Insert Plates and packing the hole with cement concrete or cement grout as directed.16 mm dia bolt,300 mm long.
89	Providing, erecting & fixing in position steel shuttering at all locations for all shapes etc in all complete including deshuttering of the same after specified period without damaging the concrete works as directed by Engineer-incharge, etc. Providing and applying approved form oil on all surfaces of formwork coming in contact with concrete as per specifications and drawings and as directed by Engineerin-charge..
90	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders , dowel bar (dowel bar [ms round plain bar] should be installed as per normal practice) etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction .
91	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
92	M.S. structural works in columns, beams, etc. with simple rolled structural members (e.g. joists, angle, channel ,hollow sections conforming to IS: 226, IS: 808 & SP (6)- 1964, connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as , labour insurance charges etc..
93	Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary,With 1:4 cement mortar,15 mm thick plaster .
94	Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
95	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification .
96	Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
97	Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
98	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white).
99	Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- MONOPOL 456 on the exterior faces of Buildings conforming to ASTM D 4541-02 having Electrochemical impedance of 107 Ω and achieving dry film thickness of minimum 200 microns in a primer coat followed by two top coats using brush or spray after complete cleaning & removal of oil, grease or loose particles from the surface. .
100	Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIRvalue not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application. 300mm internal dia.
101	Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD 300MM.
102	Filler jointProviding and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
103	Painting Lines, Dashes, Arrows etc on Roads in TwoCoats on New WorkPainting lines, dashes, arrows etc on roads in twocoats on new work with ready mixed road markingpaint conforming to IS:164 on bituminous surface/concrete surface,including cleaning the surface of all dirt, dust andother foreign matter, demarcation at site and trafficcontrol (Reference to MORT&H's specification 803).(ii) Up to 10 cm in width.
104	Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed..
105	Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (c) Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr..
106	Cutting chase upto 125 x 150 mm. and subsequent mending of damages, in brick wall.
107	Cutting chase upto 125 x 150 mm. and subsequent mending of damage, in concrete wall.
108	Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/epoxy.
109	Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete.
110	Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer..
111	Stitching crack in brick wall by carefully cutting out face brick 125 mm. deep into the wall, cleaning the gap and filling up the same with precast cement concrete blockcarefully set in cement mortar (1:3) including mending good damages and finishing the surface to match with adjacent areas complete as per direction.(ii) With reinforced cement concrete blocks (1:1½:3) with stone chips and nominal reinforcement. (b) Block size 250 x 125 x 150 mm..
112	Repairing crack in by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface.(Cement-69 Kg/100 m).
113	Supplying. preparing and placement of ready mix non shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and\iackting of damagedR.C.C.members. Themicro concrete should achieve a compressive strength not less than 10 MPaafter 24 hours. 40 Mpaafter 7 days and 50Mpa aftre 28 days at 300C.It should have unrestrained expansion in between 1 to 4%. flexural strength shall not be less than 5MPaafter 28 days.Micro concrete should have a co-efficient of thermal expansion similar to that of the host concrete..
114	Anti Carbonatian caatingfor pratectfon of Co_ SUrfacefrom Carbonationby with two coots 0/Singlecomponentsolventfree, cold applied,pure acrylicpolymer, (Anticarbonotioncootfng) breothable,elastomerlcon a water basedprIming coot (Total 3 (three}coolS Includingpriming coots) having50% elongationproperty, UVresistant capacity, non-toxic with Dsthetic ,,'ew, eco /rlendly andlow VOC(VolotlleOrganiCCompound)moterlal. The product complince with the requirement as laid out in as per ASTM D822. Recommended DFT ((DryFilmthickness): 100 -l10 microns per coot. Top coat may have with 5\\" - 10% dilution if required and anti carb primer with l00 % dilution with approx. DFT:20micron. Total system OFTshould not be less than 230 micron for getting better anticarbonatlon property on concrete surface as per direction of Engineer -In.charge..
115	Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required).
116	Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size withhexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge. c) 37.5mm thick.
117	Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete.
118	Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protecti.ve coating formulated to inhibit the corrosion of reinforcement .
119	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially,necessary deduction for scaffolding in the existing item to be done..
120	Tefflon Nozzles for Grouting : Drilling and fixing Teflon nozzles in RCC members, Drilling 12 mm dia.& 50 to 75 mm deep holes in structural members at the intervals of 450 mm in staggered manner or as directed by the consultants. ( Approx 3 nos /Sqmt) Cleaning of holes: Clean the holes by air blower prior to fixing nozzles. Fixing of Nozzles: Insert 12 mm dia. Teflon nozzles in cleaned holes.External end of nozzles to be machine to receive outlet of grouting gun. Fix it inside the holes by applying thixotropic epoxy putty to ensure complete sealing. Wait till the putty gets set. After completion of grouting remove access nozzle part without damaging structural elements..
121	Providing & injecting high performance non shrink, Anti- washout Polymer Cement Grout per pack of 225gm for 50kg bag ofcement as per manufacturers specifications into honeycombing area / porous concrete with suitable pump at pressure of 2.0 Kg/Cm2 and subsequently cutting /removal of nozzles and sealing of holes..
122	Shear Connectors: Make 10/12 mm dia holes using heavy duty electrically operated hammer drills in the concrete of RCCmembers to a depth of about 75 mm at 500mm c/c or at suitable grid in zig-zag fashion, clean the holes using air jet and fixprefabricated 100 x 50 mm L-shape 8/10 mm dia rebar using epoxy putty so that 75 mm out of 100 mm is inserted inside the concrete and 25 mm remain outside along with 50 mm bend. The shear connectors to be tied to the additional reinforcement bars. Consider Shear Key @ 2 Nos / Sqmt.
123	CONSTRUCTION OF STRONG POINT
124	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed.
125	Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed including stacking of steel bars .
126	Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge..
127	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed..
128	Earth work in excavation of foundation trenches or drains any depth, in all sorts of soil including removing, spreading or stacking the spoils within RBD Unit. as directed. .
129	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete,With earth obtained from excavation of foundation.
130	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand.
131	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes..
132	Supplying ready mixed concrete of M 30 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. ii)With approved concrete pump.
133	Providing, erecting & fixing in position steel shuttering at all locations for all shapes etc in all complete including deshuttering of the same after specified period without damaging the concrete works as directed by Engineer-incharge, etc. Providing and applying approved form oil on all surfaces of formwork coming in contact with concrete as per specifications and drawings and as directed by Engineerin-charge..
134	Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders , dowel bar (dowel bar should be installed as per normal practice) etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction .
135	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
136	M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc..
137	Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
138	Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white).
139	Providing, laying, spreading and compacting stone aggregates of specific sizes including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering , including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-2 Aggregate (53 mm to 22.4 mm@ 1.21cum) Using Stone Screening Type B (11.2 [email protected] cum) and binding material stone dust mixed with grit @0.08cum By Manual Means.
140	Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-in- Charge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with powerroller to proper gradient and camber, including watering as necessary, lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary complete as per Specification including all incidental charges of roller, cost of fuel & lubricants.The compaction factor is 0.67.Note: Rolling should also be done before spreading of mixture of stone dust and sand.
141	FIRE NETWORK LINE
142	Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. .
143	Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. .
144	Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. .
145	Supply, installation, testing & commissioning of Mild steel black pipe 80 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. .
146	Supply, laying, testing & commissioning of 'C' class heavy duty 250 mm dia (wall thickness 6.3 mm) MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required for main/diesel/makeup pump inlet/suction .
147	Supply, laying, testing & commissioning of 'C' class heavy duty 65 mm dia (wall thickness 6.3 mm) MS pipe conforming to IS 1239/Class -II of IS: 3589 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required for jockey pump inlet/suction .
148	Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.
149	Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.
150	Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete.
151	Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISImarked: as per IS: 5290Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2).O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444Valve Spindle is to be made of SS confirming to IS: 6603.Hand Wheel is to be made of MS confirming to IS: 1030.Washers, Gaskets are to be made of Rubber confirming to IS: 937.Spring is to be made of SS Wire confirming to IS: 6528.Flange is of 4 holes on 160 mm PCD..
152	Supplying, fitting and fixing of Pressure Gauge conforming to IS/BS specifications (UL/FM approved)with matching flanges, rubber insertion, nuts, bolts & washers etc..
153	Supplying, fitting and fixing of Pressure release valve conforming to IS/BS specifications with matching flanges, rubber insertion, nuts, bolts & washers etc..
154	Supply, fitting and fixing Cast iron double flanged single door swing Non-Return Valve 150 mm dia. generally conforming to IS 14846 having body, door cover in graded cast iron toIS 210 Gr. FG 200, body and door rings and bearing block of leaded tin bronze to I.S 318 Gr. LTB 2, hinge pin of ST AISI410 valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested15/24 kg/cm2.
155	Supply, fitting and fixing Cast iron double flanged single door swing Non-Return Valve 50 mm dia. generally conforming to IS 14846 having body, door cover in graded cast iron toIS 210 Gr. FG 200, body and door rings and bearing block of leaded tin bronze to I.S 318 Gr. LTB 2, hinge pin of ST AISI410 valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested15/24 kg/cm2.
156	Supplying, installation, testing and commissioning of 2850 lpm at 88 m Head Electric driven Main Fire Pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects for satisfactory performance at site, as required:1. Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal as required. 2. Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 56 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-12615: 2018. 3. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. 4. Suitable cement concrete foundation duly plastered with anti-vibration pads.5. The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm2 pressure at the highest/farthest point.Comprehensive Warranty: Minimum 12 months from date of commissioning or 18 months from date of supply, whichever is earlier. During warranty period, vendor should visit the site in co-ordination with GRSE representative to trouble shoot towards rectification / replace of Parts. Vendor should keep necessary manpower to comply with the requirement.1 No pump used for Main Fire Pump & 1 No pump used for Makeup Water pump for water tank..
157	Supplying, installation, testing and commissioning of 2850 lpm at 88 m Head diesel engine driven main fire pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects for satisfactory performance at site as required 1. Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal as required. 2. Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. 3. M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. 4. Suitable cement concrete foundation duly plastered and with anti vibration pads.5. The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm2 pressure at the highest/farthest point.Comprehensive Warranty: Minimum 12 months from date of commissioning or 18 months from date of supply, whichever is earlier. During warranty period, vendor should visit the site in co-ordination with GRSE representative to trouble shoot towards rectification / replace of parts. Vendor should keep necessary manpower to comply with the requirement..
158	Supplying, installation, testing and commissioning of 300 lpm at 88 m Head electric driven pressurisation Jockey pump conforming to IS 12469: 2019 suitable for automatic operation and consisting of following, complete in all respects, as required for satisfactory performance at site :1. Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal as required. 2. Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class- 'F' insulation, conforming to IS-12615: 2018. 3. M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required. 4. Suitable cement concrete foundation duly plastered and with anti vibration pads.Comprehensive Warranty: Minimum 12 months from date of commissioning or 18 months from date of supply, whichever is earlier. During warranty period, vendor should visit the site in co-ordination with GRSE representative to trouble shoot towards rectification / replace of parts. Vendor should keep necessary manpower to comply with the requirement..
159	Supplying, installation, testing and commissioning of Hydrant Pump Power Supply Control panel:Fabrication, supplying, Installation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter-connection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required for satisfactory performance at site :Incomings: 800 A, 50kA 4 Pole MCCB, Ics=100% Icu Rating Digital MFM Meter, Digital Voltmeter 0-500V with selector switch, Ammeter (0-800 A) with selector swtich & CTs etc. LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps Set of Copper Bus Bar 1000Amps.Outgoings: 1. Main Fire Pump 250 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets. 2. for makup pump 250 Amp, 50kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 100 hp pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets.2. For Jockey Pump 100 Amp, 50kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 2 sets.3. 4 Nos 63A, 4P manually operated type MCCB of rated service voltage upto 690V, 50 HZ Icu-25KA (at 415V, 50 HZ), Ics=100% IcuThermo-magnetic based S/C, O/C releases(Note : All outgoing feeders for pumps should have combined digital Voltmeter -Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)Diesel Engine Control Control:For diesel engine comprising - Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode.Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication. Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0-20 A DC Ammeter.All standard relays and accessories for automatic operation of diesel engine. System Controller:Designing, Supply, Installation, Testing and commissioning of system controller to control operation of main electric fire pump, diesel pump, Pressurization pump, Terrace pump in sequence as per specification consisting of relays, timers. Sensors, annunciation window for fault indication, complete as per specificationNote: All incoming supply from panel to fire pump, jocky pump and makeup pump shall be with suitable rating single core copper cable and is includede in this scope.
160	Supply, testing,Laying and commissioning of 3.5 Core 400 Sq. mm 1100V grade XLPE insulated, armoured aluminium cable .
161	1.1 KV Cable End Termination:-Supplying and making indoor cable end termination with brass double compression gland and aluminium lugs for size of 3.5 Core 400 Sq PVC insulated XLPE Al. Ar. Cable.
162	Supply, installation, testing & commissioning 3 Way Fire Brigade Conector ncluding cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc.
163	Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings.
164	Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. .
165	Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. .
166	Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only)..
167	Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only).. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information

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