Bridge And Roof Company India Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of New Bg Line Between Pirpainti To Godda At Jharkhand
Description
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Contact
Tender Id
2019_BandR_492597_1Bid Award Id
ViewTender No
BandR/HO/51165/TD/ER-NEW BG LINE/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://https://www.bridgeroof.co.in/
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Documents
Tender_Document_51165_NEW_BG_LINE_Godda
BOQ Items
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( Continue from above sl. no. 1.00) Note:
(i) The work shall include bailing/pumping out of water if required. (ii)The contractor will provide all labour, tool and plant, incidental charges etc.
(iii) Payment will be made based on approved cross section. (iv) The rate is inclusive of compaction of sub grade to the desired extent as per direction of Engineer-in-charge.
(v) The item of cutting and filling in formation will involve falling of trees, along with pruning of trees as required. They will be responsible for cutting and removing of trees in a safe manner as per direction of Engineer-in charge. The trees felled will be property of Railway and nothing extra will be paid in this account. They should keep this element in view while quoting his rates against this item. Railway will only provide permission from forest officials to cut off such trees. (vi) The boulders come out from cut spoil will be the property of railway and contractor will prepare the stack of released boulders within the Railway Land at his/her own cost. They should keep this element in view while quoting his rates against this item. (vii) All usable earth arising from cut spoils shall be lead into bank upto free lead of 100 m. unusable spoils shall be dumped out in Railway premises or out side railway premises as directed by Engineer-in-charge upto a free lead of 100m and maximum upto 1000m which should be paid extra vide relevant item, However, no lead beyond 1000m will be paid if the materials dumped out side Railway premises with all lift.
-
-
-
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In all conditions and classification of soil including soft rock which can be removed by pick and bar without blasting.
8000
-
620.831
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Hard rock requiring blasting to remove with contractor's gun powder. (Work to be carried out as per specification shown in item code no. 1.00 & 1.10 above)
3000
-
1900.519
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Earth work in filling in embankment, trolley refuge, level crossing approaches, platform etc. with all classification of approved soil done in layers as per RDSO's guide lines with breaking of all sizes of clods, filling of loose pockets, voids and hand ramming as directed by Engineer-in-charge complete in all respect. Earthwork to be carried out according to RDSO's guide lines Engineering code's and additional conditions and specifications of the tender document. Note : (i) 25 % variation limit shall not be applicable to these items if more than one item is operated as these items may vary widely depending on quantity and nature of soil released from cutting vide item 1. (ii) All the usuable cut spoils obtained from cutting shall be laid to bank if found economical.
(iii) Earthwork shall be done strictly in accordance provision of RDSO Guidelines, GCC & additional condition and specification given in the tender document.It should have soil quality of SQ1 or better type and not be black cotton soil.
(iv) Payment of royalty, taxes, cost of earth and any other incidental charges are to be borne by the contractor and the quoted rate should include all such charges. (v) The contractor shall establish field laboratory with all equipment for conducting required soil tests and compaction tests at site.
-
-
-
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( Continue from above sl. no 2.00 Item )
(vi) Samples of earth along with its test results asprescribed and slope analysis results shall be submitted to the Engineer-in-charge for approval before making the embankment. (vii) The contractor shall take undisturbed samples as per IS: 2132 of the parent soil over which the embankement shall rest and shall conduct prescribed laboratory test to enable analysis of stability of the base to asses its long term stability and distance of borrow pits etc. test results and technical observations should be submitted for approval of the Engineer-in-charge. (viii) The temporary service road, if required for transportaion of earth to be prepared and maintained by the contractor at his own cost. (ix) The payment will be done based on cross section measurement and lead if applicable will be measured based on c.g. of earth moved only after execution of item (6) i.e. compaction.
(x) Before quoting the contractor should inspect the site to assess the lead, site condition etc.
(xi) Before the work is started, the whole area between the toes of the bank or top of cutting, shall be properly cleared by the contractor of all Trees, Roots, Heavy grass and all obstructions. No extra payment will be made for such work. All trees of girth (parameter) more than 12 inch at 1 meter above the bottom shall be the property of the Railway and the contractor shall, after uprooting, deposit the same with Railway. Before cutting trees, necessary permission required from the forest department or any other appropriate authority, shall be taken by the contractor on the basis of Railway's recommendatory letter.
-
-
-
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With usable earth obtained from cut spoil vide Item code No. 1 above up to 800m avg. lead and all lifts above free lead of Item code No. 1 above.
3000
-
90.675
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Extra over item code no. 2 above for each additional lead of 800 m or part over initial lead. ( Work to be carried out as per specification shown in item code no. 2.00 & 2.10 above)
2000
-
57.0375
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With earth obtained from borrow pit/extra widening of cutting in railway land with all lead, lift etc. (Work to be carried out as per specification shown in item code no. 2.00 & 2.10 above)
2000
-
427.781
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With Contractor's earth of approved quality and specification obtained from outside Rly land with all lead, lift as per site condition. (Work to be carried out as per specification shown in item code no. 2.00 & 2.10 above)
2200000
-
1211.6812
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Extra for Mechanical compaction of the earthwork in embankment with contractor's road roller in layers in order to achieve required density. The rate includes all incidental charges, testing soil in laboratory, sprinkling of water if required etc. complete in all respect. Note: (i) If due to site constrains mechanical compaction is not possible, by roller, the work shall be done with mobile plate vibrator. (ii) The work shall be done strictly as per RDSO's guidelines and additional conditions and specifications of the tender. (iii) Payment shall be made as per finish cross-section. (iv) Necessary test for quality control should be recorded in Printed Register which will have to be arranged by Contractor himself.
2207000
-
103.10625
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Mechanical compaction on formation in cutting with contractor's equipments (8-10 M/T cap. Roller) labour, fuel, incidental charges. The rate is inclusive of drying/sprinkling of water to earth surface as per requirement to obtain the designed level of compaction (minimum 20 passes of roller is required)
6000
-
32.175
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Supplying & driving approx. 5.5 m to 7 m. long hard wood piles (without any joint) of Eucalyptus or similar type of dia 125mm( average) for protection of bank slope, if required, as directed by Railway engineer at site including supplying and erecting derrick, monkey and necessary equipments to penetrate the piles in any types of soil, removal of the equipemnts from the site after completion of the work. The rate includes all cost of material, labour, transportation, lead, lift, descend, ascend and two coats of coal tarring on pile complete in all respect. Note:
(i) Payment will be made as per actual length of pile supplied at site. Driving shall be done to the required depth as directed by Engieer- at-site. (ii) All sorts of safety aspects to be observed by the contractor at his own risk and cost during execution of work by the side of running track and over-head live wires.
(iii) Each pile shall be of average diameter 125mm. The d average diameter of a pile will be its actual diameter measured at a point located at a distance 1/3rd of its length from its head.
1500
-
142.59375
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Supplying and fixing bitumen drum sheet walling to wooden piles driven vide item code no. 5 above with nailling as directed by the Engineer-at-site in guarding of slipage of earth. The rates includes supply of all necessary materials and fittings like nails to hold in proper Position. All labour, equipments, all lead, lift, ascent, descent, Crossing of roads, Nullah, fencing etc. complete in all respect.
500
-
261.056
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Demolition of existing encroached hutments and removal of debris from Railway land including disposal of rubbish from the site of encroachments by contractor's own transport with labour and tools, plants whatsoever required in all respect as directed by the Railway Engineer representative at site. Rate includes all labour tools and plants for demolition, loading, unloading of dismantled materials by truck including transporting of out side Railway Land.
200
-
757.575
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Supply of labour/Khalasi for assisting Railway officials/any kind of work as per direction of Engineer-in-Charge. All safety equipments/tools/plants etc. necessary for the work will be made available at site including First Aid box by the contractor.
2000
-
311.5125
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Item- 002
-
-
-
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Supplying blanketing materials (Stone Dust as per RDSO latest Specification GE-001 & GE-0014 and Latest Circular by RB vide L/No. RS/G/108/Heavy Axle Load, Dt. 19.10.15) by road transport, spreading it in layers on the top of newly constructed bank, compacting by vibratory Roller (including sprinkling of water) to make approved profile. The rate shall include cost of materials including taxes, royalties, etc. transportation to site, blending the material with all lead & lift, compacting with vibratory roller, and all other operations in connection with the above. Payment will be made as per approved actual compacted cross section only. Note: (i) The material should be obtained from nearest approved quarry
(ii) Final payment shall be made after completion of the formation profile in all respects on the basisof volume measurements by cross section method. (iii) Blanketting materials primarily comprise of well-graded granular material (quarry Stone dust). (v) The testing of blanketing material will be done for every 2000 m3. The Rly reserves the right, to get the Blanket material. tested from approved laboratory. The charges of soil testing will be recoverable for Contractor. The contractor will provide requisite B/S sieves at the site for grain size analysis. The Engineer-in-Charge or his representative will conduct grain size analysis at site
31000
-
561.6
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Supplying, spreading and compacting of good quality grannular material (moorum) in Subgrade of the Railway embankment. The material should confirm the B-1 category of material as specified in the Railway Boards' L/No. RS/G/108/Heavy Axle Load, Dt. 19.10.15. (i.e. Soil containing fines 12% and should lie within IS Classification of GP, SP, GW-GC, GP-GM, GP-GC, SP-SM, SP-SC, SW-SC). The rate shall include cost of materials including taxes, royalties, etc. transportation to site, blending the material (if required) with all lead & lift, compacting with vibratory roller, and all other operations in connection with the above. Payment will be made as per approved actual compacted cross section only. Note: (i) The material should be obtained from nearest approved quarry (ii) Final payment shall be made after completion of the formation profile in all respects on the basis of volume measurements by cross section method. (iii) In case moorum itself doesnot confirm the specification of B-1 material as specified above, coarse sand may be blended as required to achieve the specification with the prior approval of Engineer-in-Charge. (iv) The testing of the material will be done for every 2000 m3. The Rly reserves the right, to get the Blanket material. tested from approved laboratory. The charges of soil testing will be recoverable for Contractor. The contractor will provide requisite B/S sieves at the site for grain size analysis. The Engineer-in-Charge or his representative will conduct grain size analysis at site.
71000
-
398.53125
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Item- 003
-
-
-
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RCC of specified grade cast-in situ as per IS: 456 & IRS concrete Bridge code using properly graded aggregate of 20mm size, sand, cement etc. as per approved drawing and specifications for construction of ROB/RUB/Bridge Culverts/RCC Retaining wall/RCC foundation/Slab/Wing wall/Return wall/Trough wall etc..The rates shall include vibrating for proper compaction, providing of approved quality centaring & shuttering, cutting/bending and binding of reinforcements with binding wires and placing in proper position curing upto specified period, de-shuttering, running expenses of all equipments,dewatering and all materials including admixture if required except cement and steel used for the work,which will be paid separately under relevant item in Schedule-'C-I' & 'C-II'. Cost of binding wires shall be borne by contractor etc..RCC box of size more than 5m (bigger inside dimension). Note : (i) The work should be carried out with adequate safety of traffic & passenger.
(ii) No traffic block or infringement to SOD of track, movement of train will be permitted. (iii) Payment of cement & steel will be done by relevant item of Sch. 'C-I' & 'C-II'.
(iv) In all work approved steel/ply board shuttering should be used. (v) Work should be carried out as per aditional special condition attached with tender document.
-
-
-
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(Continue From Above Item )
(v) Work should be carried out as per aditional special condition attached with tender document.
(vi) Contractor during bridge work should provide Surveyor equipped with total station at site. (vii) The rate also includes providing weep holes as per approved drawing. (viii) Manufacturing of concrete should be followed as specifed in schedule. (ix) All works to be done as per relevant IRS/BIS codes. (x) The contractor must set up a field laboratory at the work site which should be equipped with necessary equipments for determination of grading of coarse and fine aggregates, specific gravity, water absorption, cube testing machine & periodical testing of water,cement,course & fine agregates & other testing facilities as required. (xi)Concreting shall conform to the requirements specified in IRS Concrete Bridge Code and IS: 456. (xii) Design of concrete mix shall be in accordance with given in the recommended guidelines as per IRS Concrete Bridge Code1 and that should be approved by Railway compitent authority before comencing the work. (xiv) The cost includes supply of plasticizer as required and as instructed by Site-Engg. (xv ) Automatic/Semi automatic Batching plant is to be used for manufacturing of concrete
-
-
-
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RCC M-30/ M-35 controlled concrete with 20mm size stone chips in Raft Foundation/Base Slab of Box Bridges more than 5.0m span .( Work to be carried out as per specification shown in item code no. 11.00 & 11.10 above )
1700
-
3162.66
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RCC M-30/M-35 controlled concrete with 20mm size stone chips in Vertical Wall and Top Slab of Box Bridges more than 5.0m span, wing wall, return wall etc.(Work to be carried out as per specification shown in item code no. 11.00 & 11.10 above )
4140
-
3788.61
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C.C. with cement, sand and course aggregate (graded) in foundation/superstructure of abutment, wing wall, retaining wall, platform wall-flooring, Toe wall, wearing coarse. Precast CC Block as per Railway approved drawing and specifications, shuttering, shoring (if required) mixing super plastisizer etc. and curing upto specified period, de-shuttering, testing of cubes, dewatering if required , running expense of all tools and plants complete in all respect. Only cement will be paid separately under relevant item of Schedule 'C-I'. Note :
(i) The work should be carried out with adequate safety of traffic & passenger. (ii) No traffic block or infringement to SOD of track, movement of train will be permitted.
(iii) Payment of cement & steel will be done by relevant item of Sch. 'C-I' & 'C-II'.
1000
-
2244.938
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( Continue from above Item )
(iv) In all work approved steel/ply board shuttering should be used. (v) Work should be carried out as per aditional special condition attached with tender document. (vi) Contractor during bridge work should provide Surveyor equipped with total station at site.
(vii) The rate also includes providing weep holes as per approved drawing.
(viii) Manufacturing of concrete should be followed as specifed in schedule.
(ix) All works to be done as per relevant IRS/BIS codes.
(x) The contractor must set up a field laboratory at the work site which should be equipped with necessary equipments for determination of grading of coarse and fine aggregates, specific gravity, water absorption, cube testing machine & periodical testing of water,cement,course & fine agregates & other testing facilities as required. (xi) Concreting shall conform to the requirements specified in IRS Concrete Bridge Code and IS: 456. (xii) Design of concrete mix shall be in accordance with given in the recommended guidelines as per IRS Concrete Bridge Code1 and that should be approved by Railway compitent authority before comencing the work. (xiv)The cost includes supply of plasticizer as required and as instructed by Site-Engg. (xv) Automatic/Semi automatic Batching plant is to be used for manufacturing of concrete
-
-
-
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C.C. M-25 (Work to be carried out as per specification shown in item code no. 12 above)
-
-
-
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C.C. M-30/M-35 (Work to be carried out as per specification shown in item code no. 12 above)
100
-
2393.381
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Supplying, filling watering compacting back fill materials / granular materials of GP, GW, SW groups as per IS: 1498 (latest) & as per RDSO Drg. No. GE/SD/006/REV- 1/2002 behind abutment in between facia panel and back fill etc. as per direction of Engineer-in-charge in layers not exceeding 300mm thick including it's compaction, all lead, lift, labour, taxes, royalty etc. complete in all respect as done as per provisions of Rly. Bridge sub-structure and Foundation Code.
1200
-
795.6
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Making up reinforcement of any dia as per approved drawing including cutting, bending,binding,placing with the supply of 18SWG galvanised binding wire as per approved drawing and relevent IS Code for the RCC/CC works executed under USSOR-2011
920
-
4377.263
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Schedule 004-Schedule B-I[A]
-
-
-
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Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications
-
-
-
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All kinds of soils
4000
-
86.386
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Extra over item 15 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly
2000
-
9.016
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c) Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete
800
-
352.432
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Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 10m. from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in-Charge. The work is to be executed as per Latest / updated edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow. Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract
-
-
-
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In rock and very hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing incl. drilling and all incidental work in all conditions
200
-
542.439
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Dressing Surface (average excavation or filling upto 15 cm) including removing vegetation in all kind of soil. Payment against this item is to be made only if it is not included in earth work item
850
-
58.205
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Turfing / planting, including all lead and lift, and watering as required until properly rooted, with. Note - Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period if the turfing is properly rooted.
-
-
-
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Turfing with sods, 10cm thick and 20 cm square closely laid
414600
-
5588.854
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Demolishing plain cement concrete including disposal of material within 50m lead
-
-
-
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1:2:4 or richer mix with max. 20 mm coarse aggregate
100
-
439.268
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Demolishing R.C.C. work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (Extra payment for scraping, cleaning and straightening of bars to be made separately)
75
-
640.848
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Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50m lead
-
-
-
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In cement mortar
75
-
370.883
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Earth work in excavation for foundations and floors of the bridges, retaining walls etc., including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. incl. all lift, disposal of surplus soil upto a lead of 300 M, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge
-
-
-
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All kinds of soils
18000
-
309.9442
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Ordinary rock
300
-
271.631
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Hard rock (requiring blasting)
100
-
409.911
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Hard rock (blasting prohibited)
50
-
634.645
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Schedule 005-Schedule B-I[B]
-
-
-
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Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering - All works upto Plinth level :
-
-
-
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1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)
1000
-
2159.376
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Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering.
-
-
-
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1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size)
1000
-
2346.559
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Centering and shuttering including strutting, propping etc. and removal of form work for :
-
-
-
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Foundations, footings, bases of columns
3000
-
147.615
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Retaining walls, return walls,walls (any thickness) including attached plasters,buttresses,plinth and string courses fillets etc.
3500
-
241.151
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Columns, pillars, posts and struts & miscellaneous parts
500
-
299.67
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Providing and laying cement concrete 1:2:4 in damp- proof course (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size - excluding the cost of cement and including providing, fixing and removal of forms.
-
-
-
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40mm thick
50
-
151.611
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Providing Precast plain cement concrete jali 1:2:4 (1 cement : 2 sand : 4 stone chips 12.5mm nominal size) including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of centering, shuttering and finishing complete including the cost of cement and of plastering of jambs, sills and soffits.
-
-
-
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50mm thick
50
-
429.807
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Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge
-
-
-
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All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc.
250
-
2757.424
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All work in buildings above plinth level upto floor two level.
100
-
3031.634
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In kerbs, steps and the likes etc.
75
-
2662.122
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In arches, arch ribs, domes, vaults, shells, folded plates and roofs having slopes above 150
50
-
2463.92
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
... More
Foundations, footings, bases of columns,raft foundation of washable aprons,Pile caps,Footings of FOB etc.
400
-
147.231
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Walls (any thickness) including attached plasters, buttresses, plinth and string courses etc.
400
-
241.181
... More
Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform
500
-
236.499
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Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers
500
-
210.453
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Columns, pillars, posts and struts
400
-
299.71
... More
Stairs (excluding landings) except spiral-staircases
400
-
291.738
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Arches, domes, vaults upto 6m span
300
-
773.898
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Providing, hoisting and fixing in position upto floor two level M20 Grade precast RCC work including setting in cement mortar 1:3 (1 cement : 3 coarse sand) and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete including cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability, excluding cost of cement and steel reinforcement, as per approved plan & direction of Engineer incharge.
-
-
-
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In slabs for drain covers, manhole covers, flue tops etc.
200
-
3252.793
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Vacuum dewatering of all types & grade concrete by mechanical means including draining out the sucked excess water from concrete & then finishing the surface smooth with mechanical trowelling with suitable equipment etc. complete. The methodology to be adopted will be as per user manual of dewatering & trawling machine and as directed by Engineer.
500
-
7.387
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Cement concrete flooring 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete
-
-
-
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50mm thick with 20mm nominal size stone aggregate
200
-
162.853
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M35 grade (Cast- in -Situ) In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component using 20 mm graded crushed stone aggregate and coarse sand of approved quality of cast-in-situ RCC box of size upto 5 M (bigger inside dimension) including finishing, Admixtures in recommended proportions (as per IS 9103), if approved in Mix design, to accelerate, retard setting of concrete, improve workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Payment for cement, reinforcement and shuttering shall be paid extra
1000
-
2198.116
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Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M20 grade (Cast - in - Situ) using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, Including the cost of centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement & reinforcement shall be paid extra
200
-
2198.116
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Providing and applying two coats of coal tar or bitumen confirming to IS 3117 - 1965 on the top and sides of RCC box/slabs @ 1.70 Kgs / Sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer
500
-
97.29
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Centring and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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In Bottom/top slab, side walls, toe wall and sumps haunch filling head walls or any other component
600
-
241.181
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Schedule 006-Schedule B-I(C)
-
-
-
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Laying of boulder apron laid in wire crates of approved size including overlaps at joints laid with stone boulders, all loose ends to be tied with 4 mm galvanised steel wire. Payment for boulders & wire crates to be done extra
300
-
255.161
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Supplying galvanized wire net trungers made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm
1500
-
292.491
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Providing and laying Pitching with stone boulders weighing not less than 35 kg each with the voids filled with spalls on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Filter media to be paid separately under the relevant item)
400
-
988.01
... More
Laying pitching with stone boulders supplied by the railways with the voids filled with spalls on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment as per drawings and technical specifications. Max lead upto 150m (Filter media to be paid under the relevant item)
100
-
122.5575
... More
Supply and laying of coarse sand including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer incharge in case loose slush is encountered at site of foundation before casting the foundation or before laying the filtering media
500
-
737.667
... More
Providing Boulder backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra
1500
-
132.310546875
... More
Dewtering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours
2000
-
22.669
... More
Supplying & fixing of Erosion Control Geomat (for surfacial erosion control) consisting of 2 layers of polymeric netting, having aperture size of 20mm x 20mm and a middle layer of coir as per Specifications. Max. width of rolls/each composite mat shall be 5m. Work includes dressing of slopes to proper profile & removing loose rubbles, muck & leading to the point as directed by engineer-incharge; supply & spreading of good earth/soil material on slope/berm portion etc. to proper profile for laying of Geomat anchoring in top anchor trench; seaming of adjacent panels of Geomat with HDPE Twine; fabrication & fixing of U-pin on slope/berms including top of cutting for anchoring of Geomat as per approved scheme and providing of grass sods and placing over Geomat so as to completely cover it, including watering for 2 weeks with all labour, tools & materials alongwith lead & lift etc. complete
2000
-
259.31
... More
Stone Boulder Weighing minimum 35 Kg Each
1500
-
545.64
... More
Schedule 007-Schedule B-I(D)
-
-
-
... More
Brick work with non-modular (FPS) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
100
-
2645.665
... More
Cement mortar 1:6 (1 cement : 6 coarse sand)
150
-
2645.665
... More
Extra over item 43 a) & b) for brick work in superstructure beyond plinth level upto floor two level :
100
-
182.274
... More
Half brick masonry with bricks of class designation 7.5 in foundations and plinth in :
-
-
-
... More
Cement mortar 1:4 (1 Cement : 4 coarse sand)
75
-
318.173
... More
Extra for half Brick masonry in superstructure above plinth level upto floor two level
75
-
50.548
... More
Honey-comb brick work 10/11.4 cm thick with bricks of class designation 7.5 in cement mortar 1:4 (1 Cement : 4 coarse sand)
60
-
213.371
... More
Providing hand packed dry flat brick flooring, class designation 7.5 (FPS Bricks), excluding pointing with joints filled with sand over a bed of dry sand (ordinary)of average thickness 25 mm including ramming sub grade :
-
-
-
... More
Flat brick
20000
-
205.264
... More
Schedule 008-Schedule B-I(E)
-
-
-
... More
Preparation of subgrade by excavating earth upto 22.5cm depth, dressing to camber and consolidating with power road roller of 8 to 12 tonne capacity including making good the undulations etc. and disposal of surplus earth with lead upto 50 metres
2000
-
40.129
... More
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and re- rolling the subgrade
2000
-
1.599
... More
Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.
-
-
-
... More
Sub-base with stone aggregate 90mm to 45mm including stone screening 13.2mm size
350
-
1674.497
... More
Base course with 63mm to 45mm size including stone screening 13.2mm size
350
-
1560.477
... More
Providing and laying 4 cm thick moorum surfacing (Consolidated Thickness) on platforms, pathways, etc including spreading watering and consolidation with 3 T Roller or light power roller complete
150
-
30.563
... More
Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS: 8887- 1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specification
-
-
-
... More
On W.B.M. @ 0.4kg/ sqm
2000
-
24.107
... More
Providing and laying 2.5cm premix carpet surfacing with 2.25Cum and 1.12cum of stone chippings of 13.2mm size and 11.2mm size respectively and 180kg of hot bitumen per 100sqm over a tack coat including consolidation with road roller of 6 to 8tonne capacity etc. complete (tack coat to be paid separately.
-
-
-
... More
With paving asphalt 80/ 100 heated and then mixed with solvent at the rate of 70grams per kg. of asphalt
2000
-
153.567
... More
Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180micron sieve) with bitumen using 128 kg of bitumen of grade 80/ 100 bitumen and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete. Note - This should not be operated along with Hot mix carpeting
2000
-
66.309
... More
Schedule 009-Schedule B-I(F)
-
-
-
... More
Item- 009 : Schedule B-I[F][Seen items under Eastern Railway USSOR-2011
-
-
-
... More
Providing wood work in frames of doors, windows, clerestory windows and other frames and trusses, wrought, framed and fixed in position :
-
-
-
... More
Sal wood
800
-
49.842
... More
Providing and fixing panelling/glazing or panelling and glazing in panelled/ glazed or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured).Panelling/glazing for panelled/ glazed or panelled and glazed shutters 25mm to 40mm thick
-
-
-
... More
Hollock wood or locally available comparable species of country wood (to be listed by respective railway). - Kiln seasoned & chemically treated. 15 mm thick
30
-
887.29
... More
Providing and fixing to IS: 2202 Part-1 marked flush door shutter decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
-
-
-
... More
35mm thick including ISI marked stainless steel butt hinges with necessary screws
40
-
1998.957
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete
-
-
-
... More
Fixed to opening/ wooden frames with rawl plugs screws etc.
1600
-
84.385
... More
Providing and fixing M.S. sliding door bolts generally conforming to IS: 281, bright satin finish or black stone enamelled with nuts and screws etc. complete of size
-
-
-
... More
300x16 mm
40
-
189.71
... More
Providing and fixing ISI: 12817 marked stainless steel butt hinges with stainless steel screws etc. complete of size
-
-
-
... More
100x58x1.90mm
100
-
48.702
... More
75x47x1.80mm
80
-
35.118
... More
Providing and fixing bright finished brass sliding doors bolts - with screws etc. complete of size
-
-
-
... More
250x16mm
16
-
321.235
... More
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete
-
-
-
... More
250x10mm
16
-
349.944
... More
150x10mm
16
-
294.278
... More
Providing and fixing bright finished brass handles - with screws etc. complete - of size
-
-
-
... More
125 mm
32
-
263.624
... More
100mm
5
-
135.759
... More
Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer, hardwyn make (Classic Queen) or equivalent with necessary accessories and screws etc. complete
30
-
771.973
... More
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete
-
-
-
... More
Single rubber stopper
32
-
36.335
... More
Twin rubber stopper
32
-
92.221
... More
Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge
40
-
465.606
... More
Providing and fixing to existing door frames 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S .frame shall have a coat of steel primers. M.S. frame covered with 5mm thick heat moulded PVC Foam sheet C channel as per drawing given in IR Standard Specifications complete in all respect
16
-
2960.659
... More
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles and hold fasts including applying a priming coat of approved steel primer
26
-
3312.059
... More
Supplying and fixing rolling shutters of approved make as per IS 6248, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire spring grade No.2 and M.S. top cover of required thickness for rolling shutters
-
-
-
... More
80x0.90mm M.S. laths with 0.90mm thick top cover
2
-
1523.063
... More
Providing and fixing anodised aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS:733 and IS:1285, anodised transparent or dyed to required shade according to IS:1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc.Aluminium sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle. Aluminium snap beading for glazing/ panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately)
-
-
-
... More
For fixed portion
180
-
473.758
... More
For openable/sliding portions and fixing hinges / pivots, PVC/ neoprene gasket required and making provision for fixing of fittings. (Fittings shall be paid for separately)
140
-
492.399
... More
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item)
-
-
-
... More
With float/frosted glass panes of 4mm thickness (weight not less than 10.0 kg/sqm)
72
-
869.194
... More
Providing and fixing acrylic sheet for glazing in aluminium door, window, ventilator shutter, partition, reservation counter etc. with Aluminium round / square bars / flats or grill in frame of windows and cleastory windows etc. with PVC/neoprene gasket etc. complete (cost of aluminium frame/grill shall be paid separetly in relevant item)
-
-
-
... More
5 mm thick
10
-
1138.969
... More
Fabricating, supplying & installing stainless steel railings for staircases, balconies, FOBs, Enquiry/Reservation complex etc., made of SS 304 grade stainless steel, laser cut / water jet cut (no shearing), polished with Automatic round/flat polishing machine to get a uniform hairline finish. All parts shall be connected to each other with the help of prescribed size CNC made solid connectors, countersunk screws. Welding should be finished ensuring that no welding marks are visible and assembly is mounted on floor with the help of dash fasteners. Railings shall be fabricated as per approved drawings by engineer-in- charge. Manufacturer shall submit maintenance manual and basic material test report for grade certification.
100
-
660.766
... More
Providing & fixing Precast Chequered tiles conforming to IS:13801:1993, manufactured under mechanical vibration & hydraulic pressing machine in double layer; top layer of 10 to 12 mm thickness of Dolomite Powder, graded chips, fibre and UV stabilised iron oxide Lanexess colour and bottom layer of 1:3 CC mixed with galvanised steel fibre of approved quality, jointed with neat cement slurry mixed with pigment to match shade of tiles including rubbing and cleaning etc. complete on 20mm thick bed of cement mortar 1:4 of sizes :
-
-
-
... More
300mm x 300mm x 30mm thick
400
-
619.719
... More
Providing and fixing 10mm thick heavy duty acid and/or alkali resistant factory made tiles conforming to Group V-RD series of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS: 4457 complete including cost of acid/alkali resistant cement
-
-
-
... More
In flooring on a bed of 10mm thick mortar 1:4 (1 Appropriate cement : 4 coarse sand)
60
-
1031.153
... More
In dado/skirting on 12mm thick mortar 1:4 (1 Appropriate cement : 4 coarse sand)
30
-
1107.893
... More
Providing and fixing Ist quality ceramic tiles conforming to Group B-III (Ceramic Wall Tiles) of IS:15622 of manufacturers approved by railway in all colours, shades, and design as approved by the Engineer-in- Charge in skirting, risers of steps and dado over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement mixed with pigment of matching shade complete
-
-
-
... More
200x200 mm
100
-
644.893
... More
200x300 mm
100
-
644.855
... More
300x450 mm and above
200
-
713.663
... More
Providing and fixing ceramic tiles conforming to IS:15622 of manufacturers approved by railway in all colours, shades, design and abrasion resistance class as approved by the Engineer-in-Charge in floors and landings over 20mm thick bed of cement mortar 1:4 (1 cement: 3 coarse sand) including pointing in white cement mixed with pigment of matching shade complete
-
-
-
... More
Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm
500
-
1055.954
... More
Kota stone slab flooring of size up to 30x30cm over 20mm (average) thick base of 1:4 cement mortar (1 cement: 4 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete
-
-
-
... More
20 mm thick
200
-
1122.626
... More
Supplying and laying interlocking pre-cast CC block pavers of approved design factory manufactured of specified grade cement concrete on passenger platform, foot paths, circulating area etc. including setting in position over 25mm thick bedding layer of fine sand, filling the joints with fine sand, leveling including compaction as per IS:15658
-
-
-
... More
80mm thick blocks of M35 grade for medium traffic
1000
-
807.819
... More
Providing and fixing glass strips in joints of terrazzo / cement concrete floors
-
-
-
... More
40mm deep and 4mm thick
400
-
26.41
... More
Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc. complete at all levels
-
-
-
... More
Granite Black. Area of slab over 1.0 Sqm but upto 2.0 Sqm or larger
30
-
3493.167
... More
Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias, dados and skirtings and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing. etc. complete at all levels
-
-
-
... More
Granite Pink/Grey. Area of slab 0.10 Sqm to 0.2 Sqm
50
-
2138.231
... More
Extra for providing edge moulding to 16mm to 20mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge
-
-
-
... More
Granite work
50
-
162.581
... More
Polished stone tile work for wall lining (dado) over 12mm thick bed of cement mortar 1:3, including pointing in white cement with an admixture of pigment to match the stone shade with tiles of all size upto 300 x 300 mm
-
-
-
... More
8 mm thick pink/grey granite tiles
50
-
1439.454
... More
8mm thick superior quality black granite tiles
50
-
1827.678
... More
8mm thick superior quality (RUBY Red) granite tiles
100
-
1828.789
... More
Providing and fixing 18mm thick mirror polished, machine cut for floors and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing etc. complete at all levels
-
-
-
... More
Granite Pink/Grey. Area of slab 0.10 Sqm to 0.2 Sqm
100
-
1958.628
... More
Granite Pink. Area of slab over 0.2 Sqm but upto 0.5 Sqm
125
-
2544.464
... More
Providing and fixing 25mm thick flame cut/machine cut for floors /stairs and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1cement: 4coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touchups, including rubbing, curing etc. complete at all levels
-
-
-
... More
Granite Pink - Area of slab over 0.2 Sqm but upto 0.5 Sqm
50
-
3575.329
... More
Providing corrugated G.S. sheet roofing, including vertical/curved surface, fixed with polymer coated 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 coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
-
-
-
... More
1.00mm thick with zinc coating not less than 275gm/ sqm
150
-
1099.482
... More
Providing ridges or hips of width 60cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete
-
-
-
... More
0.80mm thick with zinc coating not less than 275gm/ sqm
30
-
476.354
... More
Providing valleys 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete
-
-
-
... More
1.60 mm thick with zinc coating not less than 350gm/ sqm
15
-
949.939
... More
Extra for providing and fixing wind ties of 40x6mm flat iron section complete with hooks, nuts, washers etc.
60
-
116.265
... More
Providing, erecting and fixing on wall face S.C.I rain water pipes including filling of joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1cement: 2fine sand)
-
-
-
... More
100mm dia.
80
-
633.848
... More
150mm dia.
10
-
1208.735
... More
Providing erecting and fixing in position on wall face C.I accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1cement: 2fine sand)
-
-
-
... More
100mm dia. CI Plain Bend
10
-
196.712
... More
150mm dia. CI Plain Bend
2
-
303.254
... More
CI Head Flat or Corner Type Bend
-
-
-
... More
100mm dia.
8
-
232.875
... More
CI Plain Shoes
-
-
-
... More
100mm dia.
8
-
210.813
... More
CI Branches (Plain)
-
-
-
... More
100mm dia. single branch
8
-
249.313
... More
12 mm cement plaster of mix -
-
-
-
... More
1:4 (1cement: 4 fine sand)
500
-
59.814
... More
1:6 (1cement: 6fine sand)
800
-
59.813
... More
15 mm cement plaster on the rough side of single or half brick wall of mix -
-
-
-
... More
1:4 (1cement: 4 fine sand)
150
-
68.55
... More
1:6 (1cement: 6 fine sand)
600
-
68.54
... More
15 mm cement plaster 1:3 (1cement: 3coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall
60
-
84.279
... More
Cement plaster to ceiling of mix -
-
-
-
... More
6 mm thick 1:3 (1cement: 3 fine sand)
150
-
53.223
... More
6 mm cement plaster 1:3 to CC/RCC in columns, beams, stairs etc when specifically ordered except underside of ceiling
20
-
54.52
... More
Providing and applying plaster of Paris putty of 2mm average thickness over plastered surface to prepare the surface even and smooth complete
500
-
73.321
... More
Pointing on brick work with cement mortar 1:3(1cement: 3fine sand)
-
-
-
... More
Flush/Ruled/Struck or weathered pointing
800
-
47.782
... More
Pointing on brick/tile flooring with cement mortar 1:3 (1cement: 3fine sand)
-
-
-
... More
Ruled pointing
100
-
49.707
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
-
-
-
... More
New work (two or more coats of distemper) over and including priming coat with cement primer
250
-
60.359
... More
Wall painting onnew work with two or more coats of plastic emulsion paint of approved brand and manufacture to give an even shade
300
-
54.229
... More
Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm
1440
-
40.003
... More
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade on new work (Two or more coats applied @ 1.43ltr / 10sqm over and including one coat of water proofing cement paint applied @ 2.20kg / 10sqm
360
-
79.969
... More
Applying Priming Coat :
-
-
-
... More
With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood)
100
-
21.477
... More
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/steel works
400
-
17.769
... More
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade
-
-
-
... More
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
500
-
69.201
... More
Coal tarring two coat on new work using 0.16 and 0.12 litre of coal tar per sqm in the first coat and second coat respectively
30
-
21.783
... More
Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work
-
-
-
... More
100mm diameter pipes
120
-
20.069
... More
Painting Station Name boards (both sides) including lettering on both sides two coats of synthetic enamel paint to give an even shade
-
-
-
... More
Board area more than 2 sqm
8
-
215.546
... More
Board area upto 2 sqm
8
-
168.664
... More
Providing and fixing medium grade G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. Concealed pipe including painting with anti corrosive bitumestic paint, cutting chase and making good the wall
-
-
-
... More
15 mm dia. nominal bore
60
-
187.622
... More
20 mm dia. nominal bore
40
-
231.984
... More
25 mm dia. nominal bore
20
-
278.051
... More
Providing and fixing medium grade G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work
-
-
-
... More
15 mm dia. nominal bore
60
-
132.981
... More
20 mm dia. nominal bore
40
-
177.343
... More
25 mm dia. nominal bore
30
-
226.428
... More
40 mm dia. nominal bore
80
-
307.048
... More
Providing and fixing PP-R Gate Valve fusion welded, having thermal stability for hot & cold water supply and testing of joints complete as per direction of engineer in charge
-
-
-
... More
25 mm Gate Valve
6
-
551.006
... More
40 mm Gate Valve
2
-
839.91
... More
Providing and fixing brass bib cock of approved quality
-
-
-
... More
15 mm nominal bore
20
-
235.949
... More
Providing and fixing brass stop cock of approved quality
-
-
-
... More
15 mm nominal bore
6
-
266.019
... More
Providing and fixing unplasticised PVC connection pipe with brass unions : 30 cm length
-
-
-
... More
15 mm nominal bore
4
-
47.236
... More
Providing and fixing unplasticised PVC connection pipe with brass unions: 45 cm length
-
-
-
... More
15 mm nominal bore
6
-
61.806
... More
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
-
-
-
... More
100mm diameter
5
-
223.266
... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work)
-
-
-
... More
15mm nominal bore
5
-
106.446
... More
20mm nominal bore
5
-
132.406
... More
25mm nominal bore
8
-
146.871
... More
40mm nominal bore
12
-
226.983
... More
Hoisting, fitting and fixing in position plastic moulded water storage tank including making connection of intake, delivery, outlet and overflow .pipes etc. with all lead and lift upto all stories. Cost of tanks/fittings to be paid separately
-
-
-
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1000 ltr capacity tank
3
-
1182.516
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2000 ltr capacity tank
1
-
1443.382
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Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required
-
-
-
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White Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral type foot rests
3
-
2997.319
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Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10litre low level white, P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required
-
-
-
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W.C. pan with ISI marked white solid plastic seat and lid
2
-
2861.206
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Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern, with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required
-
-
-
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One urinal basin with 5litre white P.V.C. automatic flushing cistern
30
-
2630.458
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Providing and fixing wash basin with C.I./ M.S. brackets, 15mm C.P. brass pillar taps, 32mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required
-
-
-
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white vitreous china wash basin size 630x450mm with a single 15mm C.P. brass pillar taps
6
-
1649.31
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Providing and fixing a pair of white, vitreous china foot rests of standard pattern for squatting pan water closet or in urinals
-
-
-
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250x130x30mm
2
-
227.807
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Providing and fixing Stainless Steel AISI- 304 (18/8) kitchen sink without drain board as per IS: 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required
-
-
-
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470X420mm bowl depth 178mm
2
-
2543.305
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Providing and fixing mirror of 5.5 mm thickness of float Glass (of approved Quality) required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing
-
-
-
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Rectangular shape 453x357mm (outer dimension)
6
-
776.83
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Providing and fixing soil, waste and vent pipes
-
-
-
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100mm dia. Sand cast iron S&S pipe as per IS:1729
50
-
655.402
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Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete
-
-
-
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100mm dia. Sand cast iron S&S as per IS-3989
4
-
469.533
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Supplying, fitting and fixing cowls to vent pipes :
-
-
-
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Wire cowls for pipes of size 100/150 mm dia.
4
-
134.073
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Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P. brass screws with concealed fitting arrangement of approved quality colour and make
-
-
-
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600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms
6
-
392.189
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Providing and fixing Soap dish (C.P. Brass) having approx. wt. 220 gm
6
-
150.664
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Providing and Making tree guard 53cm dia and 1.3m high as per design from contractor's own empty coal tar drums including providing and fixing 2 Nos. M.S. sheet rings 50x0.5mm with rivets complete in all respects including painting inside and outside of tree guard with :
-
-
-
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A coat of cal tar
10
-
254.198
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Supplying, fitting, fixing & installing including boring of 40 mm dia hand tube well assembly India Mark II having total depth of 50 metres with the following components as per IS:9301 : (i) Hand pump (single acting) India mark - II galvanised as per IS : 9301 - 90. (ii) Brass strainer mesh type made of long slotted medium B class G.I. pipes with 80-mesh brass wire net wrapping around the perforated pipe and jacketed by 26 / 28 SWG brass perforated sheet. 40 mm dia (2 lengths of each 1.83 m connected with G.I. socket).
(iii) C.I. cylinder with G.M. parts India mark - II 65 mm dia x 0.45 m long as per IS: 9301 - 90.
(iv) G.I. casing pipe 100 mm dia medium quality ISI marked 18 m long.
(v) G.I. pipe 40 mm dia medium quality ISI marked 28.35 m long. (vi) 32 mm dia G.I. pipe (riser) medium quality ISI marked 17 m long.
(vii) 12 mm dia bright bar electro galvanised connecting rod, 3.0 m long each as per IS : 9301 of length as required.
( viii) all accessories as per IS: 9301 -90 such as G.I. reducing socket 100 mm x 40 mm, C.I. plug cutter 40 mm, base plate, M.S. nuts & bolts etc. The work also includes priming, development and testing of the yield (which should be sufficient enough) for seven days with all labour, material, tools and plants complete.
(ix) 40 mm dia G.I. ISI marked medium quality hanging pipe to the extent of 17 m. (x) all accessories such as C.I. plug cutter 40 mm, base plate, M.S. nuts & bolts etc. as required . The work also includes priming & development and testing of the yield (which should be sufficient enough) for seven days with cost of labour and material, all tools and plants complete in all respect.
10
-
52597.589
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Extra / Less for sinking including drilling, supplying, fitting, fixing & installing of G.I. casing pipe 100 mm dia medium ISI marked over 18 m
30
-
834.45
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Providing & applying Pre-Construction Anti-Termite treatment to proposed structure, with application of Imidacloprid 30.5% SC @ o.075% concentration mixed with water in ratio of 1:475, as per detailed specifications given in Indian Railways Standard Specifications, so as to create a chemical barrier below and around the structure by an approved agency. (Plinth Area/Basement floor area shall be considered for Payment)
400
-
23.709
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Supplying, erecting and fixing precast concrete reinforced bench with back rest. Bench shall consist of 2 nos. L shaped base support in natural cement colour of thickness 100 mm, back height 1000 mm, front height 450 mm, base width 620 mm and 5 nos. reinforced concrete planks in red colour and size of 1500 x 100 x 50mm and 1 no. reinforced concrete plank of 150 x 200 x 50mm; manufactured by using M- 30 grade concrete & reinforced suitably; all parts to be joined with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly. Complete job to be done as per directions of Engineer Incharge
4
-
9777.141
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Polyethylene Vinyl Chloride water storage tank with cover and suitable locking arrangement
5000
-
8.267
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Schedule 010-Schedule-B-II
-
-
-
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Lump Sum
1
-
1696500
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Item Description:- Schedule-B-II [unseen items under Eastern Railway USSOR-2011](Any item under USSOR - 2011 can be executed through this schedule except that items which are listed in Item Breakup of schedule B- I[A],B-I[B],B-I(C),B-I(D),B-I(E),B-I(F).
[Note: All unseen item rates for this Schedule under Eastern Railways USSOR-2011 shall be considered 26.875% below ]
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-
-
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Schedule 011-Schedule C-I[Cement]
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-
-
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Item- 011: Schedule - C-[I] (NS) for Supply of Cement)
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-
-
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Supply of cement to the site of work to the extent required by the Railway for use in the work. The rate quoted shall include all costs of loading, transportation, unloading, lead, lift, storing and all other incidental charges. Notes for Sch. C-I : (1 )Materials as per requirements shall be brought to site and kept under Contractor custody at their own cost and risk, without any damage like setting of cement etc. (2) Payment of the materials will be made through running and final bills, as per actual consumption in the work and whatever wastage taken place i.e. empty cement bags, etc. will be the contractors property and the same shall be removed from the site at his own cost. (3) The materials are to be procured for the main producers/authorized dealers/authorized stock yards and shall conform to latest IS[BIS], specifications. (4) Cement bags preferably in papers bags should bear following information in legible marking: (i) Name of Manufacturer :
(ii) Regd. Trade mark of manufacturer, if any:
(iii) Type of Cement:
(iv) Wt. of each bag in Kg. or No. of bags/Tonne, (v) Date of manufacturing: generally marked as week-month-year of manufacture:
(vi) It will bear the ISI Certification mark:
-
-
-
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( Continue from above sl.no 133.00 Item )
(5) Manufacturer-s test certificate conforming to latest IS[BIS] Specification should also be produced by Contractor, duly authenticated by the Gazetted Officer of the Engineering Department.
(6) Contractor shall also establish his own field laboratory equipped with apparatus duly manned for carrying out the following tests of Cement according to relevant IS[BIS] specification.
(i) Compressive & tensile strength.
(ii) Initial and final setting time. (iii) Consistency : (iv) Soundness :
(v) Fineness modules : (7) The railway reserves the right to take samples of materials supplied by the Contractor and to get the same tested in reputed laboratories and the results there of shall be binding on the Contractor. Cost of the test to be born by the contractor.
-
-
-
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Slag Cement confirming to IS- 455 with latest correction slip.
1000
-
5468.288
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Ordinary Portland Cement (OPC) conforming to IS 269 - 2015.
3600
-
6261.694
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Schedule 012-Schedule C-II[Reinforcement]
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-
-
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Item- 012: Schedule C-II (NS) [for supply of Reinforcement]
-
-
-
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Supply of reinforcing Steel to the site of work to the extent required by the Railway for use in the work. The rate quoted shall include all costs, transportation, storing and all other incidental charges. Notes for Sch. C-II : (1) Materials as per requirements shall be brought to site and kept under Contractor custody at their own cost and risk, without any damage like rusting of steel etc. (2) Payment of the materials will be made through running and final bills, as per actual consumption in the work and whatever wastage taken place i.e. cut pieces, etc. will be the property of contractor and the same shall be removed from the site at his own cost. (3) Steel should be purchased only from the manufacturers mentioned in the clause 15.5
(i) of Ch-II of annex tender document. (4) Manufacturer-s test certificate conforming to latest IS[BIS] Specification should also be produced by Contractor, duly authenticated by the Gazetted Officer of the Engineering Department. ( 5) The railway reserves the right to take samples of materials supplied by the Contractor and to get the same tested in reputed laboratories and the results there of shall be binding on the Contractor. Cost of the test to be born by the contractor. [a] Reinforcement steel [TMT] conforming to IS-1786 of any diameter.
920
-
45596.363
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TOTAL ESTIMATED VALUE OF WORK AGAINST ITEM NO : 1 TO 134 ABOVE INCLUDING ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES ( IF ANY ) OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.
-
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-
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[ NOTE: Reinforcement Steel, Cement, Construction Power & Water as per the relevent clauses of SCC, Land for Office, Godown, Labour hutment etc.out side of Project premises, All tools, plants, materials, equipment & man power are in the scope of the Bidder within their quoted rate.]
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