tender for providing ammenities at bhairavnath mandir junekhed tal- walwa dist - sangli-- 1 excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (lift upto 1.5 metre) by mechanical means item / page no : 2 / 153 specification no : bd.a.1 spec. page no : 259 2 providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete. item / page no : 40 / 157 additional specifications : the work shall be carried out as per instructions of engineer in-charge. 3 providing and laying cement concrete pipe confirming to indian standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using artificial sand). item / page no : 8 / 81 specification no : cd.7 spec. page no : 162 4 providing and laying concrete pipes of indian standard non pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete. item / page no : 9 / 274 specification no : bd.v.41 spec. page no : 573 5 providing and constructing brick masonry inspection chamber 60 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete cover medium duty 140 kilogram with frame excetra complete. (using artificial sand). item / page no : 12 / 275 specification no : bd.v.43 spec. page no : 574 additional specifications : if artificial / vsi crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in circular by chief engineer, public works region, pune bearing no cep/d-2/buildings-2/5940/2017 dated 17/10/2017 and annexure-i attached to it and also circular by chief engineer, public works region, nagpur bearing no 36 dated 15/01/2019 and annexure-i attached to it will be appicable. 6 providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.(using 100 percent crushed sand) item / page no : 54 / 219 specification no : bd.m spec. page no : --- additional specifications : the work shall be carried out as per instructions of engineer in charge. 7 providing and laying cast in situ / ready mix cement concrete m-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. the cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (wooden centering will not be allowed.) with fully automatic micro processor based programmable logic controller without supervisory control and data aquisition enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) excetra complete. with fine aggregate (natural sand / crushed sand vsi grade finely washed etc) (using artificial sand). item / page no : 8 / 176 specification no : bd.e.4,b-7 spec. page no : 289-290,38-40 additional specifications : 1. with additional specifications for controlled concrete.2. if artificial / vsi crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in circular by chief engineer, public works region, pune bearing no cep/d-2/buildings-2/5940/2017 dated 17/10/2017 and annexure-i attached to it and also circular by chief engineer, public works region, nagpur bearing no 36 dated 15/01/2019 and annexure-i attached to it will be appicable. 8 supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete. item / page no : 29a / 25 specification no : morth-408 spec. page no : 139-142 9 spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete. item / page no : 30 / 25 specification no : morth-408 spec. page no : 139-142 10 compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete. item / page no : 31 / 25 specification no : morth-408 spec. page no : 139-142 11 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 metre x 0.90 metre size made out 18 gauge (1.25 milimetre) 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 excetra with approved colour shade paint complete, on m.s.angle of size 35 milimetre x 35 milimetre x 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre x 35 milimetre x 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre x 65 milimetre x 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including, excavation, refilling, transportation, and labour etc complete. spec. number as directed by engineer in charge non-dsr item additional specifications : the work shall be carried out as per the instructions of engineer in-charge.