Maharashtra State Bureau Of Textbook Production And Curriculum Research Tender

Excavation for foundation in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. Item / Page No : 8 / 95 Specification No : BR.3 Spec. Page No : 102

Excavation for foundation in hard rock by controlled blasting including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. Item / Page No : 10 / 95 Specification No : BR.3 Spec. Page No : 102-103

Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete.(excluding dewatering) Item / Page No : 11 / 95 Specification No : BR.3 Spec. Page No : 102-103

Dewatering on brake horse power basis by using water pump including diversion of stream, providing coffer dams, earthen bunds, excetra as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump, excetra complete. Item / Page No : 22 / 97 Specification No : BR.4 Spec. Page No : 104-105

Providing and laying in situ / ready mix / ready mix M-10 cement concrete of trap metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artificial sand) Item / Page No : 25 / 97 Specification No : BR.5, B-7 Spec. Page No : 105-107, 38-40 Additional Specifications : With additional specification for controlled concrete.

Providing and laying in situ / ready mix M-15 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings excetra including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in centimetre 1:3 excetra complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand( A) Depth to 10 metre percent extra for rate( B ) Depth upto 15 metre Add 40 percent extra for rate( C ) Depth upto 20 metre Add 60 percent extra for rate( D ) Depth upto 20 metre Add 100 percent extra for rate Item / Page No : 38 / 140 Specification No : MORTH 1700, 2204 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in centimetre 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand Item / Page No : 52 / 146 Specification No : MORTH 1700, 2205, 2304 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing tar paper bearing including laying in proper position, excetra complete. Item / Page No : 2 / 103 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing expansion joints with 25 milimetre thick bituminous pad as per detailed drawings, excetra complete. Item / Page No : 33 / 106 Specification No : BR.43 Spec. Page No : 138-139

Providing and laying in situ / ready mix M-25 controlled cement concrete of trap metal for reinforced cement concrete work in solid/ deck slab excetra including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement excetra complete. (height up to 4 metre with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) Item / Page No : 15 / 105 Specification No : BR.38(b&c), B-7 Spec. Page No : 135-137, 38-40 Additional Specifications : With additional specifcation for controlled concrete.

Providing and laying in situ / ready mix M-20 reinforced cement concrete of trap metal for reinforced cement concrete work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing excetra complete. (excluding reinforcement, with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer withNatural / VSI standard Artificial Sand) Item / Page No : 44 / 107 Specification No : BR.50, B-7 Spec. Page No : 143-144, 38-40 Additional Specifications : With additional speci. for controlled concrete.

Providing and laying in situ / ready mix M-20 CC of trap metal for wearing course 8 centimetre thick including compacting, finishing, curing and filling in joints with bitumen excetra complete. (with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) Item / Page No : 39 / 107 Specification No : BR.47(a), B-7 Spec. Page No : 140-142, 38-40 Additional Specifications : With additional specifications for controlled concrete.

Providing and cutting, bending, hooking, tieing and laying in position thermo mechnically treated FE-500 steel bars for reinforcement for reinforcement for all reinforced cement concrete works as per detailed drawings, excetra complete. Item / Page No : 1 / 104 Specification No : BR-35 Spec. Page No : 134

Providing railing of mild steel angle post 2 metre center to center of section 75 milimetre X 75 milimetre X 10 milimetre or equivalent beam / channel section of height 1.05 metre above bridge surface with minumum anchor length of 30 centimetre including hold fast of 25 milimetre dia mild steel bar welded at the bottom and concreting of 1:3:6 of size 30 centimetre X 30 centimetre X 30 centimetre with three rows of 40 milimetre 'B' class galvanised iron pipe provided at 30 on center to center including scaffolding and with one coat of anticorrosive paint and over it two coats of oil painting, curing of concrete, excetra compelete. Item / Page No : 48 / 107 Specification No : BR.51(b) Spec. Page No : 145

Providing trap rubble filling over haunches and arches including hand packing, excetra complete. Item / Page No : 36 / 106 Specification No : BR.46 Spec. Page No : 140

Providing and laying 0.90 metre thick metal mat of rubble, oversize metal and nominal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller, excetra compelete. Item / Page No : 88 / 113 Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing 100 milimetre dia galvanised iron water spouts as per detailed drawings in reinforced cement concrete slab and wearing surface / kerb, excetra complete. Item / Page No : 50 / 108 Specification No : BR.55 Spec. Page No : 150

Providing and laying weep holes of 100 milimetre dia AC/PVC pipes as per drawing for abutment returns, return walls excetra Complete. Item / Page No : 37 / 140 Specification No : MORTH 2705, 2706 Spec. Page No : --- Additional Specifications : The work shall be done as per instructions of Engineer in charge.

Providing and fixing 90 centimetre X 60 centimetre marble name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete. Item / Page No : 11 / 313 Specification No : Bd.W.7 Spec. Page No : 586-587

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. Item / Page No : 11 / 21 Specification No : MORTH-301 Spec. Page No : 45-53

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils. Item / Page No : 18 / 22 Specification No : MORTH-301, 309 Spec. Page No : 45-53, 85-89

Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre, breaking clods, dressing to the required lines, curves, grade and section, watering and compacting to not less than 97 percent of standard proctor density for a lead of 300 metres to 500 metres inclusive, from the site of excavaion to the site of deposition as directed. Item / Page No : 26 / 23 Specification No : MORTH-305 Spec. Page No : 63-77

Providing earth work in embankment with approved materals obtained from departmental land or other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with power roller to achive not less than 97 percent of standard proctor density complete. Item / Page No : 27 / 23 Specification No : MORTH-305 Spec. Page No : 63-77

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and Very Small Aperture Terminal attachment to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate) Item / Page No : 18 / 27 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and Very Small Aperture Terminal attachment to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate) Item / Page No : 20 / 27 Specification No : MORTH-401, 402, 404, 902, 112 Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21

Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal + 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of VG-30 grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with three wheel static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. Item / Page No : 37 / 30 Specification No : IRC-SP-20 Spec. Page No : 215

Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On black topped surface at the rate of 2.5 killogram per 10 square metre. Using bulk asphalt VG-30 (grade 60/70). Item / Page No : 30 / 29 Specification No : MORTH-503 Spec. Page No : 168-170

Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. Item / Page No : 8 / 36 Specification No : MORTH-501, 510, 511, 902, 903, 112 Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 meter x 0.90 meter size made out 18 gauge (1.25 milimeter) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 milimeter x 35 milimeter x 3 milimeter frame with properly cross braced M.S. angles of size 35 milimeter x 35 milimeter x 3 milimeter duly painted including Two Mild Steel angle iron posts of size 65 milimeter x 65 milimeter x 6 milimeter, 3.65 m long painted with alternate black and white bands of 25 centimeter width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimeter x 60 centimeter x 75 centimeter including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge Item / Page No : 96c / 79 Specification No : MoRTH-801 Spec. Page No : --- Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.

Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. Item / Page No : 3 / 0 Additional Specifications : Government of Maharashtra Notification Number Gaunkhani - 10/ 2001/ CR-24/ KH(2) Dated 15-1-2003 and Government of Maharashtra Public Works Department Circular Number Misc/ 112002/ 194/ PL-3 Dated 6-6-2003.

Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Item / Page No : 4 / 0 Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.