Tender For Construction Of Karad Panchayat Samiti Administrative Building Dist. Satara, Karad-Maharashtra

TDR : 54915303

Tender Notice
Corrigendum Details
BOQ

Expired

Karad , Maharashtra

Tender Brief : Corrigendum : Tender For Construction Of Karad Panchayat Samiti Administrative Building Dist. Satara

Document Fees
₹ 29500 /-

EMD
₹ 1070000.0 /-

Tender Value
₹ 106.99 Crore /-

Submission Date
12-04-2026

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	09-04-2026	extension of date	Date	12-04-2026
2	08-04-2026	PRE BID MEETING	Other	12-04-2026
3	31-03-2026	tender value change	Other	08-04-2026
4	31-03-2026	tender value change	Other	12-04-2026

Name of Work:- Construction of Karad Panchayat Samiti Administrative Building Dist. Satara

Sl. No.	Item Description
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 MeansItem / Page No : 2 / 153Specification No : Bd.A.1Spec. Page No : 259Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
2	Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.Item / Page No : 38 / 157Specification No : Bd.A.12Spec. Page No : 264
3	Filling in plinth and floors with contractors material / brought from outside and approved by Engineer In-Charge, in 15 centimetre to 20 centimetre layers including watering and compaction, excetra complete.Item / Page No : 37 / 157Specification No : Bd.A.11Spec. Page No : 263-264
4	Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper.Item / Page No : 24 / 156Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.
5	Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the backfill in immidiate contact with foundation at the rate of 5 litres of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of vertical surface area covering ten years guarantee on bond paper.Item / Page No : 23 / 155Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The amount of 10 percent of the total cost of the completed item sahll be retained as retention money for the full guarantee period of ten years. 3. If the use of any chemical is found banned by the Government, proper substitute chemical will be allowed to be used as per manufactures code of practice. The chemical shall be got approved from Engineer in-charge. 4. The recoupment of the damages if any found and communicated to the contractor in writing is not made good within two weeks from the date of receipt of such communication by him, the same shall be carried out departmentally on his behalf and cost thereof shall be met with from sum withheld as aforesaid. In case the sum recoverable from the contractor is more than that of the sum of withheld amount, the difference shall stand recoverable as arrears of land revenue from the contractor under clause 20 of original contract. 5. The mode of measurement shall be on square metre basis.
6	Providing and laying cast in situ / Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600 milimetre diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer in-charge including placing with fully automatic micro processor based Programmable Logic Control with Supervisory Control and Data Acquisition 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) by concrete prepared by tremie arrangement, compaction of concrete including chipping and dressing, excetra complete. concrete by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell, excetra complete. (Excluding steel reinforcement) (using ARTIFICIAL SAND).Item / Page No : 29 / 166Specification No : Bd.B.4Spec. Page No : 270Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
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 with 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 / 176Specification No : Bd.E.4, B-7Spec. Page No : 289-290, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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	Providing and laying Cast in situ / Ready Mix cement concrete M-30 of trap metal for reinforced cement concrete pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, compacting, finishing and curing, excetra with fully automatic micro processor based Programmable Logic Controller with 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) complete. (Excluding steel reinforcement) (using ARTIFICIAL SAND).Item / Page No : 61 / 172Specification No : Bd.F.1Spec. Page No : 297Additional Specifications : 1. The work shall be carried out as directed by Engineer-In-Charge. 2. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 3. Cement from the same stock sent for mix design shall be used for concreting work. 4. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 5. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 6. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 7. 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.
9	Providing and laying cast in situ / Ready Mix cement conrete M-30 of trap metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 35 / 180Specification No : Bd.F.5, B-7Spec. Page No : 300, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
10	Providing and laying cast in situ / Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying / pumping,compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 56 / 182Specification No : Bd.F.6, B-7Spec. Page No : 300-301, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
11	Providing and laying cast in situ / Ready Mix cement conrete M-30 of trap metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 35 / 180Specification No : As per Item No 9Spec. Page No : ---Additional Specifications : As per Item No 9
12	Providing and laying cast in situ / Ready Mix cement conrete M-30 of trap metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement). with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 35 / 180Specification No : As per Item No 9Spec. Page No : ---Additional Specifications : As per Item No 9
13	Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 52 / 181Specification No : Bd.F.6, B-7Spec. Page No : 300-301, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
14	Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 52 / 181Specification No : As per Item No 13Spec. Page No : ---Additional Specifications : As per Item No 13
15	Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 52 / 181Specification No : As per Item No 13Spec. Page No : ---Additional Specifications : As per Item No 13
16	Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 52 / 181Specification No : As per Item No 13Spec. Page No : ---Additional Specifications : As per Item No 13
17	Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with 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, excetra) (using ARTIFICIAL SAND).Item / Page No : 1 / 175Specification No : Bd.E.1Spec. Page No : 287-288Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
18	Providing and laying cast in situ / Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying / pumping,compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 56 / 182Specification No : As per Item No 10Spec. Page No : ---Additional Specifications : As per Item No 10
19	Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 72 / 182Specification No : Bd.F.8, B-7Spec. Page No : 302-303, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
20	Providing and laying cast in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 52 / 181Specification No : As per Item No 13Spec. Page No : ---Additional Specifications : As per Item No 13
21	Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 72 / 182Specification No : As per Item No 19Spec. Page No : ---Additional Specifications : As per Item No 19
22	Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 72 / 182Specification No : As per Item No 19Spec. Page No : ---Additional Specifications : As per Item No 19
23	Providing and laying cast in situ /Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete waist slab and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 26 / 186Specification No : Bd.F.13Spec. Page No : 305Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
24	Providing and laying cast in situ /Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete waist slab and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood / steel formwork, steel props, compaction, finishing uneven and honeycombed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 26 / 186Specification No : As per Item No 23Spec. Page No : ---Additional Specifications : As per Item No 23
25	Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 72 / 182Specification No : As per Item No 19Spec. Page No : ---Additional Specifications : As per Item No 19
26	Providing and laying cast in situ / Ready Mix cement concrete M-25 of Trap / granite /quartzite/ gneissmetal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 72 / 182Specification No : As per Item No 19Spec. Page No : ---Additional Specifications : As per Item No 19
27	Providing and laying Cast in situ / ready Mix cement concrete in M-20 of trap / granite / quartzite / gneiss metal for plain or moulded sills, cornice, jambs, block in course or architraves of required size and shapes including steel centering, formwork,laying/ pumping,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 with 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 : 15 / 177Specification No : Bd.E.5Spec. Page No : 290-291Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
28	Providing and laying Cast in situ / ready Mix cement concrete in M-20 of trap / granite / quartzite / gneiss metal for plain or moulded sills, cornice, jambs, block in course or architraves of required size and shapes including steel centering, formwork,laying/ pumping,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 with 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). (For First Floor)Item / Page No : 15 / 177Specification No : As per Item No 27Spec. Page No : ---Additional Specifications : As per Item No 27
29	Providing and laying cast in situ / Ready Mix Cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete pardi of required thickness including centering, formwork, cover blocks, compacting, finishing and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement, including cover block) Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin excetra with fully automatic micro processor based Programmable Logic Controller with 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) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 19 / 185Specification No : Bd.F.11, B-7Spec. Page No : 304, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
30	Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing for basement or underground floor on a base of cement concrete 1:3:6, including sub-base of 2.50 centimetre thick cement mortar 1:3 with conceal, setcrete (RMW), Algeeproof or other alike water proofing liquids, raking of joints upto 35 milimetre depth, filling the joints with 6 milimetre size crushed metal, hand grouting with cement slurry, curing and cleaning, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test excetra complete. (excluding cement concrete 1:3:6 base concrete).Item / Page No : 12 / 206Specification No : Bd.J.2Spec. Page No : 355Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
31	Providing and fixing 20 milimetre to 25 milimetre thick rough shahabad box type waterproofing treatment to vertical outside faces of reinforced cement concrete walls of basement or underground floor including filling the gap of 25 milimetre between rough shahabad and reinforced cement concrete walls with cement grout mixed with water proofing liquid Algeeproof or alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width of 30 milimetre to 35 milimetre and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with cement concrete 1:2:4 mixed with water proofing liquid, curing, with seven years gaurantee on court fee stamp paper of Rs. 100/- with ponding test, excetra complete. (excluding cement concrete 1:3:6 base concrete).Item / Page No : 13 / 207Specification No : Bd.J.2Spec. Page No : 355Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
32	Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in foundation and plinth including bailing out water manually, striking joints, racking out joints, watering and scaffolding, excetra complete. (using ARTIFICIAL SAND).Item / Page No : 12 / 198Specification No : Bd.G.3, Bd.G.5Spec. Page No : 314, 315Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. 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.
33	Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 13 / 198Specification No : Bd.G.3, Bd.G.5Spec. Page No : 314, 315Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:6. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. The work shall be done as per instructions of Engineer in charge. 10. 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.
34	Providing second class fly ash Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 milimetre diameter / 2 hoop iron strips 25 milimetre X 1.6 milimetre at every third course, properly bent and bounded at ends, scaffolding, racking out joints and watering, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 14 / 198Specification No : Bd.G.7Spec. Page No : 316Additional Specifications : 1. The brick shall be got tested before use, from the Government laboratory at the rate of one batch of 15 bricks for every 50000 bricks or part therof at the contractors cost for the following. A) Crushing strength:- i. Dry condition 5 bricks ii. Wet condition 5 bricks B) Water aborption 5 bricks 2. In addition, bricks shall be tested for size, shape and soundness. 3. The proportion of cement mortar shall be 1:4. 4. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 5. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 6. The brick work shall be cured for a minimum period of 14 days. 7. The joints on both faces shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 8. Hold fast of door or window frames shall be embedded in cast in situ 1:2:4 cement concrete blocks of required size without any extra cost. 9. 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.
35	Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 13 / 198Specification No : As per Item No 33Spec. Page No : ---Additional Specifications : As per Item No 33
36	Providing second class fly ash Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 milimetre diameter / 2 hoop iron strips 25 milimetre X 1.6 milimetre at every third course, properly bent and bounded at ends, scaffolding, racking out joints and watering, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 14 / 198Specification No : As per Item No 34Spec. Page No : ---Additional Specifications : As per Item No 34
37	Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 13 / 198Specification No : As per Item No 33Spec. Page No : ---Additional Specifications : As per Item No 33
38	Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of reinforced cement concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete / burnt brick masonry and or tying by binding wire, excetra complete. (For Ground Floor)Item / Page No : 26 / 210Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
39	Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of reinforced cement concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete / burnt brick masonry and or tying by binding wire, excetra complete. (For First Floor)Item / Page No : 26 / 210Specification No : As per Item No 38Spec. Page No : ---Additional Specifications : As per Item No 38
40	Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 11 / 209Specification No : Bd.L.7Spec. Page No : 369Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. 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.
41	Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 11 / 209Specification No : As per Item No 40Spec. Page No : ---Additional Specifications : As per Item No 40
42	Providing sand faced plaster externally in cement mortar using approved screened sand in all positions including base coat of 15 milimetre thick in cement mortar 1:4 using waterproofing compound at one killogramme per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment of 6 to 8 milimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days, scaffolding, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 11 / 209Specification No : As per Item No 40Spec. Page No : ---Additional Specifications : As per Item No 40
43	Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 5 / 209Specification No : Bd.L.2Spec. Page No : 368Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. 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.
44	Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 8 / 209Specification No : Bd.L.4Spec. Page No : 368Additional Specifications : 1. The surface to be plastered shall be first cleaned and thoroughly wetted for 24 hours and got checked from Engineer in-charge before starting the work. 2. Item includes rounding of all internal and external junctions, corners, jambs, etc. as directed by the Engineer in-charge. 3. Finishing shall be plain and in line, level and plumb. 4. Curing shall be done by sprinkling water on the surface for minimum period of 14 days. 5. Application of sand faced treatment shall be commenced only after passing the base coat Engineer in-charge. 6. 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.
45	Providing internal cement plaster 12 milimetre thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 5 / 209Specification No : As per Item No 43Spec. Page No : ---Additional Specifications : As per Item No 43
46	Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 8 / 209Specification No : As per Item No 44Spec. Page No : ---Additional Specifications : As per Item No 44
47	Providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth approved make excetra complete. (For Ground Floor)Item / Page No : 34 / 212Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
48	Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For Ground Floor)Item / Page No : 12 / 227Specification No : Bd.P.6Spec. Page No : 414Additional Specifications : 1. The priming coat should be applied and got approved from Engineer in-charge. 2. The shade of paints shall be got approved by the Engineer in-charge before use. 3. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
49	Providing neeru finish to plastered surfaces in all positions including scaffolding and curing, excetra complete. (For Ground Floor)Item / Page No : 15 / 210Specification No : Bd.L.10Spec. Page No : 370
50	Providing neeru finish to plastered surfaces in all positions including scaffolding and curing, excetra complete. (For First Floor)Item / Page No : 15 / 210Specification No : As per Item No 49Spec. Page No : ---Additional Specifications : As per Item No 49
51	Providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth approved make excetra complete. (For First Floor)Item / Page No : 34 / 212Specification No : As per Item No 47Spec. Page No : ---Additional Specifications : As per Item No 47
52	Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For First Floor)Item / Page No : 12 / 227Specification No : As per Item No 48Spec. Page No : ---Additional Specifications : As per Item No 48
53	Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 31 / 179Specification No : Bd.F.5, B-7Spec. Page No : 300, 38-40Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. 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.
54	Providing and laying cast in situ / Ready Mix cement conrete M-20 of trap / granite /quartzite/ gneiss metal for reinforced cement concrete columns as per detailed designs and drawing or as directed, including steel centering, formwork, cover blocks,aying/pumping, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based Programmable Logic Controller with 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) (For First Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 31 / 179Specification No : As per Item No 53Spec. Page No : ---Additional Specifications : As per Item No 53
55	Providing waterproofing in water closet and bath including brick bat coba in all position including providing and laying 12 milimetre bedding in cement mortar 1:3 on vergin concrete slab with waterproofing compound at the rate of 1 kilogram per bag of cement laying brick bat coba of required thickness in cement mortar 1:5 with waterproofing compound 1 kilogram per bag of cement grouting and finishing the top layer with 20 milimetre thick brick bedding in centimetre mortor 1:3 with waterproofing compound 1 kilogram per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing, excetra complete. (For Ground Floor)Item / Page No : 26 / 208Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
56	Providing waterproofing in water closet and bath including brick bat coba in all position including providing and laying 12 milimetre bedding in cement mortar 1:3 on vergin concrete slab with waterproofing compound at the rate of 1 kilogram per bag of cement laying brick bat coba of required thickness in cement mortar 1:5 with waterproofing compound 1 kilogram per bag of cement grouting and finishing the top layer with 20 milimetre thick brick bedding in centimetre mortor 1:3 with waterproofing compound 1 kilogram per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing, excetra complete. (For First Floor)Item / Page No : 26 / 208Specification No : As per Item No 55Spec. Page No : ---Additional Specifications : As per Item No 55
57	Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 35 / 216Specification No : Bd.M.22 BSpec. Page No : 390Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. The edge of step should be chafered or rounded as directed. 4. 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.
58	Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 35 / 216Specification No : As per Item No 57Spec. Page No : ---Additional Specifications : As per Item No 57
59	Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 40 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. 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.
60	Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 40 / 217Specification No : As per Item No 59Spec. Page No : ---Additional Specifications : As per Item No 59
61	Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 41 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. 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.
62	Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 41 / 217Specification No : As per Item No 61Spec. Page No : ---Additional Specifications : As per Item No 61
63	Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 42 / 217Specification No : Bd.M.12Spec. Page No : 385Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 3. Water absorption should not be more than 0.05 percent. 4. 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.
64	Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 42 / 217Specification No : As per Item No 63Spec. Page No : ---Additional Specifications : As per Item No 63
65	Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 41 / 217Specification No : As per Item No 61Spec. Page No : ---Additional Specifications : As per Item No 61
66	Providing and laying vitrified mirror / glossy finish tiles having size 590 milimetre to 605 milimetre X 590 milimetre to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for dado and skirting in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 41 / 217Specification No : As per Item No 61Spec. Page No : ---Additional Specifications : As per Item No 61
67	Providing and laying machine cut machine polished Kotah stone flooring 25 milimetre to 30 milimetre thick in required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 6 / 213Specification No : Bd.M.3, BD.M.1Spec. Page No : 380, 379Additional 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.
68	Providing and laying machine cut machine polished Kotah stone flooring 25 milimetre to 30 milimetre thick in required width in plain / diamond pattern on bed of 1:6 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 6 / 213Specification No : As per Item No 67Spec. Page No : ---Additional Specifications : As per Item No 67
69	Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 milimetre to 30 milimetre thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 81 / 221Specification No : Bd.M.3Spec. Page No : 380Additional Specifications : 1. The work shall be carried out as directed by Engineer-In-Charge. 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.
70	Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).Item / Page No : 68 / 220Additional Specifications : 1. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer. 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.
71	Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 68 / 220Specification No : As per Item No 70Spec. Page No : ---Additional Specifications : As per Item No 70
72	Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 milimetre to 30 milimetre thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. (For Ground Floor) (For First Floor) (using ARTIFICIAL SAND).Item / Page No : 81 / 221Specification No : As per Item No 69Spec. Page No : ---Additional Specifications : As per Item No 69
73	Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With powder coating with box. (For Ground Floor)Item / Page No : 43 / 254Additional Specifications : The work shall be done as per instructions of Engineer in charge.
74	Providing and fixing in position (as per Indian Standard : 1868/1982) aluminium sliding window of three tracks with rectangular pipe having overall dimentsions 95 milimetre X 38 milimetre X 0.90 milimetre at weight 0.637 kilogram per running metre and window frame bottom track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 1.070 kilogram per running metre. Top and side track section 92 milimetre X 31.75 milimetre X 1.30 milimetre at weight 0.933 kilogram per running metre. The shutter should be of bearing bottom 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre. Interlocking secion 40 milimetre X 18 milimetre X 1.10 milimetre at weight 0.469 kilogram per running metre and handle section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre and top section 40 milimetre X 18 milimetre X 1.25 milimetre at weight 0.417 kilogram per running metre as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections, fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 milimetre thick plain glass and aluminium mosquito net shutter with stainless steel jali with all required screws and nuts excetra complete. - With powder coating with box. (For First Floor)Item / Page No : 43 / 254Specification No : As per Item No 73Spec. Page No : ---Additional Specifications : As per Item No 73
75	Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For Ground Floor)Item / Page No : 68 / 259Additional Specifications : The work shall be done as per instructions of Engineer in charge.
76	Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 milimetre X 38 milimetre X 1.22 milimetre box type, 5 milimetre thick sheet glass louvers of approved quality, excetra complete. (For First Floor)Item / Page No : 68 / 259Specification No : As per Item No 75Spec. Page No : ---Additional Specifications : As per Item No 75
77	Providing and fixing factory made single leaf 2 hour fire rated door as per Indian Standard : 3614 Part 2 and British Standard 476 Part 20 and 22, tested to UL 10 C and conforming to NFPA 80, tested at NTL / CBRI / Automobile Research Association of India of plain steel finish type with a) Frame of size 143 milimetre X 58 milimetre and thickness of 1.6 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) formed to single or double rebate profile. b) Shutter of 46 milimetre thickness and constructed from 1.2 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) infill Rockwool / Mineral wool / Honey comb craft paper. c) Vision glass of 5 milimetre thick clear / wired glass circular or rectangular. d) Finish : Primed with zinc phosphate stoving primer and finished with polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron. e) Accessories : Minimum 8 anchor fastener of HILTI make, minimum 3 stainless steel ball bearing butt hinges, Mortise sash lock with lever handle, Mortise dead bolt, Mortise latch, door closer and flush bolts complete. (For Ground Floor)Item / Page No : 97 / 377Additional Specifications : The work shall be done as per instructions of Engineer in charge.
78	Providing and fixing factory made single leaf 2 hour fire rated door as per Indian Standard : 3614 Part 2 and British Standard 476 Part 20 and 22, tested to UL 10 C and conforming to NFPA 80, tested at NTL / CBRI / Automobile Research Association of India of plain steel finish type with a) Frame of size 143 milimetre X 58 milimetre and thickness of 1.6 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) formed to single or double rebate profile. b) Shutter of 46 milimetre thickness and constructed from 1.2 milimetre thick skin pass galvanized iron sheet (conforming to Indian Standard : 277) infill Rockwool / Mineral wool / Honey comb craft paper. c) Vision glass of 5 milimetre thick clear / wired glass circular or rectangular. d) Finish : Primed with zinc phosphate stoving primer and finished with polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron. e) Accessories : Minimum 8 anchor fastener of HILTI make, minimum 3 stainless steel ball bearing butt hinges, Mortise sash lock with lever handle, Mortise dead bolt, Mortise latch, door closer and flush bolts complete. (For First Floor)Item / Page No : 97 / 377Specification No : As per Item No 77Spec. Page No : ---Additional Specifications : As per Item No 77
79	Providing and fixing in position aluminium fixed window fully glazed of any size as per detailed drawing and as directed by Engineer in-charge with all necessary aluminium sections including necessary fixtures and fastening such as 5 milimetre thick clear float glass, excetra complete. - Powder Coated. (For Ground Floor)Item / Page No : 52b / 257Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Weight of aluminium section must be 6.90 kilogram per square metre.
80	Providing and fixing mild steel grill railing 15 kilogram per square metre with Ghana teak wood hand rail of size 75 milimetre X 60 milimetre and sill of 75 milimetre X 25 milimetre and newel posts for staircases, including fabricating, fixtures, erecting, painting the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colours and polishing the sill, hand rail and newel post with french polish. (For Ground Floor)Item / Page No : 4 / 264Specification No : Bd.U.2Spec. Page No : 537Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The grill design shall be got approved from the Engineer in-charge before use.
81	Providing and fixing mild steel grill railing 15 kilogram per square metre with Ghana teak wood hand rail of size 75 milimetre X 60 milimetre and sill of 75 milimetre X 25 milimetre and newel posts for staircases, including fabricating, fixtures, erecting, painting the grill work with one coat of anticorrosive paint and two coats of oil painting with approved colours and polishing the sill, hand rail and newel post with french polish. (For First Floor)Item / Page No : 4 / 264Specification No : As per Item No 80Spec. Page No : ---Additional Specifications : As per Item No 80
82	Providing and fixing 37 milimetre thick factory made polyvinyl chloride Door shutter, styles and rails made of polyvinyl chloride hollow extruded printed and laminated section having overall dimension 115 milimetre X 37 milimetre with wall thickness 2 milimetre (± 0.2 milimetre) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 numbers polyvinyl chloride profile reinforcement of size 75 milimetre X 200 milimetre long with cross section size of 29 milimetre X 31 milimetre having wall thickness 2 milimetre (± 0.2 milimetre). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with polyvinyl chloride profile reinforcement in full length. Printed and laminated polyvinyl chloride lock rail of size 110 milimetre X 37 milimetre having wall thickness 2 milimetre (± 0.2 milimetre) to be welded horizontally with the vertical styles after inserting polyvinyl chloride profile reinforcement as in styles and rails, providing with polyvinyl chloride snap fit beading, panels of 100 milimetre X 20 milimetre printed and laminated and inserting 2 numbers 6 milimetre diameter bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge.Item / Page No : 13 / 520Additional Specifications : The work shall be done as per instructions of Engineer in charge.
83	Providing and Fixing factory made polyvinyl chloride door frame made of polyvinyl chloride extruded sections of size 77 milimetre X 58 milimetre, having wall thickness 2.0 milimetre (± 0.2 milimetre). Both verticalssides of the frame reinforced with polyvinyl chloride profile of cross section size 29 milimetre X 31 milimetre X 2 milimetre thickness (± 0.2 milimetre) and 75 milimetre X 200 milimetre long, including reinforcing both ends of the top frame with polyvinyl chloride profile. polyvinyl chloride Door Frame and polyvinyl chloride reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 numbers of 125 milimetre long stainless steel hinges to frame, fixing the frame with jamb with required nos and sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin-charge.Item / Page No : 12 / 519Additional Specifications : The work shall be done as per instructions of Engineer in charge.
84	Providing and fixing 37 milimetre thick factory made polyvinyl chloride Door shutter, styles and rails made of polyvinyl chloride hollow extruded printed and laminated section having overall dimension 115 milimetre X 37 milimetre with wall thickness 2 milimetre (± 0.2 milimetre) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 numbers polyvinyl chloride profile reinforcement of size 75 milimetre X 200 milimetre long with cross section size of 29 milimetre X 31 milimetre having wall thickness 2 milimetre (± 0.2 milimetre). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with polyvinyl chloride profile reinforcement in full length. Printed and laminated polyvinyl chloride lock rail of size 110 milimetre X 37 milimetre having wall thickness 2 milimetre (± 0.2 milimetre) to be welded horizontally with the vertical styles after inserting polyvinyl chloride profile reinforcement as in styles and rails, providing with polyvinyl chloride snap fit beading, panels of 100 milimetre X 20 milimetre printed and laminated and inserting 2 numbers 6 milimetre diameter bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. (For First Floor)Item / Page No : 13 / 520Specification No : As per Item No 82Spec. Page No : ---Additional Specifications : As per Item No 82
85	Providing and fixing frame with / without ventilator of size as specified with country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 milimetre X 40 milimetre X 5 milimetre with oil painting, excetra complete. (For Ground Floor)Item / Page No : 1 / 245Additional Specifications : The work shall be done as per instructions of Engineer in charge.
86	Providing and fixing frame with / without ventilator of size as specified with country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 milimetre X 40 milimetre X 5 milimetre with oil painting, excetra complete. (For First Floor)Item / Page No : 1 / 245Specification No : As per Item No 85Spec. Page No : ---Additional Specifications : As per Item No 85
87	Providing and fixing solid core flush door shutter in single leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings, approved face veneers 3 milimetre thick on both faces or as directed, all necessary beeds, moulding and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with french polish, excetra complete. (For Ground Floor)Item / Page No : 9 / 246Specification No : Bd.T.34Spec. Page No : 499Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
88	Providing and fixing single or double leaf panelled door shutter excluding frame with glazed openable fanlight shutter 35 milimetre thick as per detailed drawing consisting of panelled vertical styles 100 milimetre X 35 milimetre and lock and bottom rail 200 milimetre X 35 milimetre and panels 12 milimetre thick both side commercial ply faced partical board, including stainless steel fixtures and fastening and teak wood beading at junctions of panel insert and as instructed by the Engineer In charge including three coats of oil painting, excetra complete. (For Ground Floor)Item / Page No : 7 / 246Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
89	Providing and fixing solid core flush door shutter in single leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings, approved face veneers 3 milimetre thick on both faces or as directed, all necessary beeds, moulding and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides and finishing with french polish, excetra complete. (For First Floor)Item / Page No : 9 / 246Specification No : As per Item No 87Spec. Page No : ---Additional Specifications : As per Item No 87
90	Providing and Fixing factory made polyvinyl chloride door frame made of polyvinyl chloride extruded sections of size 77 milimetre X 58 milimetre, having wall thickness 2.0 milimetre (± 0.2 milimetre). Both verticalssides of the frame reinforced with polyvinyl chloride profile of cross section size 29 milimetre X 31 milimetre X 2 milimetre thickness (± 0.2 milimetre) and 75 milimetre X 200 milimetre long, including reinforcing both ends of the top frame with polyvinyl chloride profile. polyvinyl chloride Door Frame and polyvinyl chloride reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 numbers of 125 milimetre long stainless steel hinges to frame, fixing the frame with jamb with required nos and sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineerin-charge. (For First Floor)Item / Page No : 12 / 519Specification No : As per Item No 83Spec. Page No : ---Additional Specifications : As per Item No 83
91	Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For Ground Floor)Item / Page No : 12 / 227Specification No : As per Item No 48Spec. Page No : ---Additional Specifications : As per Item No 48
92	Providing and applying plastic emulsion paint of approved quality, colour and shade to old and new surfaces in two coats including scaffolding, preparing the surface (excluding the primer coat), excetra complete. (For First Floor)Item / Page No : 12 / 227Specification No : As per Item No 48Spec. Page No : ---Additional Specifications : As per Item No 48
93	Providing and applying two coats Apex Ultima Puranature Anti- Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, excetra) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist.Item / Page No : 79 / 346Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
94	Providing and applying two coats Apex Ultima Puranature Anti- Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, excetra) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. (For First Floor)Item / Page No : 79 / 346Specification No : As per Item No 93Spec. Page No : ---Additional Specifications : As per Item No 93
95	Providing and applying two coats Apex Ultima Puranature Anti- Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, excetra) in presence of natural or artificial light. It contains Graphene and nanoparticles of titanium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist. (For First Floor)Item / Page No : 79 / 346Specification No : As per Item No 93Spec. Page No : ---Additional Specifications : As per Item No 93
96	Providing expansion joints in reinforced cement concrete framed structure (at floor level) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate and finishing, excetra complete. (For Ground Floor)Item / Page No : 7 / 203Specification No : Bd.K.1 CSpec. Page No : 359
97	Providing expansion joints in reinforced cement concrete framed structure (at terrace level) with plain premoulded filler 25 milimetre thick with 40 milimetre wide and 1 milimetre thick stainless steel plate as required bitumen poured filler and finishing excetra complete as directed. (For Terrace Floor)Item / Page No : 8 / 203Specification No : Bd.K.1 DSpec. Page No : 359
98	Providing expansion joints in reinforced cement concrete framed structure (at floor level) with plain premoulded filler 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate and finishing, excetra complete. (For First Floor)Item / Page No : 7 / 203Specification No : As per Item No 96Spec. Page No : ---Additional Specifications : As per Item No 96
99	Providing expansion joints in reinforced cement concrete framed structure (interior column) with plain premoulded filler confirming to Indian Standard 1838 : 1961, 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate finishing, excetra complete as directed. (For Ground Floor)Item / Page No : 5 / 203Specification No : Bd.K.1 ASpec. Page No : 359
100	Providing expansion joints in reinforced cement concrete framed structure (interior column) with plain premoulded filler confirming to Indian Standard 1838 : 1961, 25 milimetre thick with 75 milimetre wide and one milimetre thick stainless steel plate finishing, excetra complete as directed. (For First Floor)Item / Page No : 5 / 203Specification No : As per Item No 99Spec. Page No : ---Additional Specifications : As per Item No 99
101	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 / 275Specification No : Bd.V.43Spec. Page No : 574Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. 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. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
102	Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.Item / Page No : 19 / 275Specification No : Bd.V.46Spec. Page No : 576
103	Providing and constructing recharge pit of 2.0 metre deep and 1.0 metre diameter of pre-cast reinforced cement concrete rings with 6.5 Inch diameter X 25 metre deep borewell at the floor of recharge pit including installation of combination of solid / perforated polyvinyl chloride casing pipe wrapped around with netlon mesh including 300 milimetre thick sidefilling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of recharge pit up to 0.5 metre depth with 25-75 milimetre clean washed gravels from bottom up followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand / crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand / crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, polyvinyl chloride end-caps, fittings, excetra including arrangement for inlet and outlet pipe excavation and backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.Item / Page No : 47 / 317Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
104	Provoding and fixing high density polyethylen container one piece moulded water tank made out of high density polyethylen and built corrugated inclusive of delivery upto destination housing, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes - Capacity between 1000 litres to 20000 litres. (For Terrace Floor)Item / Page No : 54 / 280Additional Specifications : The work shall be done as per instructions of Engineer in charge.
105	Providing and fixing european type wall hung white water closet of approved make with push valve consealed type with cover plate 32 milimetre size of approved make including soil pipe, vent pipe upto outside face of wall, 100 milimetre diameter galvanised iron plug, bend, inlet pipe all fittings, cutting and making good walls, floors, excetra complete. (For First Floor)Item / Page No : 86 / 283Additional Specifications : The work shall be done as per instructions of Engineer in charge.
106	Providing and fixing Orissa type white glazed earrthenware 575 milimetre water closet pan including \\"S\\" trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall, 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories excetra complete. (For Ground Floor)Item / Page No : 30 / 277Additional Specifications : The work shall be done as per instructions of Engineer in charge.
107	Providing and fixing oval type under counter wash hand basin of 16 inch X 22 inch size and of special colour shed having telephonic black / colour granite of 18 milimetre thick fixed on black kadapaa frame work, including cromium plated coupling, bottle-trap using approved make oval type wash basin as per detailed drawing or as directed by Engineer In-charge, excetra complete. (For Ground Floor)Item / Page No : 88 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
108	Providing and fixing white glazed earthenware lipped flat back / corner type urinal with polyvinyl chloride 5 litres flushing cistern with fitting inlet pipe and stop tap, brackets for fixing the cistern 32 milimetre diameter polyvinyl chloride flush pipe with fitting including lead soil pipe, lead trap and soil pipe connection upto the outside face of the wall. (For Ground Floor)Item / Page No : 60 / 271Specification No : Bd.V.26Spec. Page No : 564
109	Providing and fixing 15 milimetre diameter poly vinyl chloride Aqua kraft type of approved make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories, excetra complete. (For Ground Floor)Item / Page No : 39 / 292Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
110	Providing and fixing stainless steel sink 600 milimetre X 510 milimetre X 200 milimetre of approved make including coupling, outlet pipe, elbo and other necessary fitting, finishing excetra complete. (For Ground Floor)Item / Page No : 78 / 282Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
111	Providing and preparing kitchen otta up to 75 centimetre width, made up from 30 milimetre thick and 75 centimetre high vertical support for Kadappa at one metre center to center of 25 milimetre thick both side polished Kadappa middle shelf and bottom of 20 milimetre thick one side polished Kadappa with facia patti of 20 milimetre X 50 milimetre Kadappa including all material, labour, cutting, fixing with cement mortar and araldite, all material labour cutting fixing with cement mortar and araldite curing polished and cleaning excetra complete. (For Ground Floor)Item / Page No : 38 / 217Specification No : Bd.M.35CSpec. Page No : 393Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
112	Providing and fixing chromium plated bib cock with wall flange of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Item / Page No : 83 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
113	Providing and fixing chromium plated sink cock with raised J shaped swinging casted spout of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Item / Page No : 84 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
114	Providing and fixing chromium plated two way bib cock of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)Item / Page No : 80 / 282Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
115	Providing and fixing 10 centimetre cast iron nahani trap including cast iron grating, bend and piece of cast iron pipe upto the outside face of the wall complete. (For Ground Floor)Item / Page No : 80 / 273Specification No : Bd.V.32Spec. Page No : 567
116	Providing and laying concrete pipes of Indian Standard Non Pressure class of 225 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 : 8 / 274Specification No : Bd.V.41Spec. Page No : 573
117	Providing and laying concrete pipes of Indian Standard Non Pressure class of 150 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 complete.Item / Page No : 7 / 274Specification No : Bd.V.41Spec. Page No : 573
118	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 / 274Specification No : Bd.V.41Spec. Page No : 573
119	Providing and fixing on walls / celling / floor, 25 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)Item / Page No : 57 / 280Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
120	Providing and fixing on walls / celling / floor, 32 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)Item / Page No : 58 / 280Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
121	Providing and fixing on walls / celling / floor, 50 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete. (For Ground Floor)Item / Page No : 60 / 280Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and fittings shall be of standard type to match the pipe.
122	Providing and fixing 100 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps, excetra complete. (For Ground Floor)Item / Page No : 52 / 279Additional Specifications : The work shall be done as per instructions of Engineer in charge.
123	Providing and fixing hume pipe septic tank 900 milimetre diameter with vent pipe and cap including excavation and laying.Item / Page No : 18 / 275Specification No : Bd.V.45Spec. Page No : 575
124	Providing and fixing 75 milimetre diameter stabilliser pipe / polyvinyl chloride soil vent / waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps excetra complete. (For Ground Floor)Item / Page No : 51 / 279Additional Specifications : The work shall be done as per instructions of Engineer in charge.
125	Providing and fixing poly vinyl chloride rain water pipes of 160 milimetre outer diameter and having wall thickness of 2.2 milimetre to 2.7 milimetre confirming to Indian Standard : 13592-1992 including proper rain water receiving recess with poly vinyl chloride plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall affixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 years for any leakages or dislocations of pipes. All the poly vinyl chloride fittings and additional 2 piece socket clips shall be got approved from engineer in charge excetra complete. (For Ground Floor)Item / Page No : 85 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
126	Providing and fixing polyvinyl chloride Rain water pipes of 110 milimetre outer and having wall thikness of 2.2 milimetre to 2.7 milimetre confirming to Indian standared 13592-1992 including proper rain water receiving recess with polyvinyl chloride plug, bends, necessary fittings, such as offset shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 milimetre to 40 milimetre from face of wall a fixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding andpolyvinyl chloride maintenance for three years for any leakages or dislocations of pipes. All the fittings and additional two piece socket clips shall be got approved from engineer in chargeetc. complete. (For Ground Floor)Item / Page No : 87 / 283Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
127	Providing and laying in walls / celling / floors, 40 milimetre diameter medium grade having embossed as Indian Standards Institution Mark galvanised iron pipes weight of 3.68 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and applying primer of anticorrosive oil paint two coats excetra complete.Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)Item / Page No : 5 / 286Specification No : Bd.V.5Spec. Page No : 551Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.
128	Providing and making Indian Standard Institute mark ferrule connection of 50 milimetre diameter to water main including ferrule, couplings, cast iron bell mouth cover, built-in non-return valve and fixing including excavation and reinstatement complete.Item / Page No : 77 / 282Specification No : Bd.V.4Spec. Page No : 551
129	Providing and fixing 15 centimetre X 10 centimetre salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.Item / Page No : 2 / 274Specification No : Bd.V.38Spec. Page No : 572
130	Providing and fixing during laying in reinforced cement concrete slab rectangular 2 milimetre thick mild steel sheet fan hook box of size 180 milimetre X 100 milimetre with required depth with holes or notches as required, bottom and top sides of 1.6 milimetre mild steel sheet fixed with 3.5 milimetre diameter round headed screws together with 12 milimetre diameter mild steel bar bent to shape with hooked ends for fan hook and painting to exposed surface. complete. (For Ground Floor)Item / Page No : 68 / 196Additional Specifications : The work shall be done as per instructions of Engineer in charge.
131	Providing and fixing 450 milimetre X 550 milimetre size superior type belgium mirror with 16 milimetre diameter nickel plated towel rod, excetra complete. (For Ground Floor)Item / Page No : 20 / 276Additional Specifications : The work shall be done as per instructions of Engineer in charge.
132	Providing and fixing corrugated galvanised iron sheets of 0.63 milimetre thick (24 B.W.G) for roofing without wind tiles including fastening with galvanised iron screw and bolts and lead / bitumen washers as per drawing, excetra complete. (Weight 5.5 killogram per square metre) (For First Floor)Item / Page No : 4 / 233Specification No : Bd.R.5Spec. Page No : 452-453
133	Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For Ground Floor)Item / Page No : 33 / 188Specification No : Bd.F.17Spec. Page No : 306Additional Specifications : 1. Steel to be used must be as per Indian Standard : 1786 (1985) with latest amendments and manufactured by approved and reputed make. 2. Steel to be used must be procured directly from the manufacturers or from authorised agent of main producers. 3. Various diameters of TMT-FE-500 steel bars brought on site of the work shall be got tested category wise and lot wise, as directed by the Engineer In-Charge and minimum 50 percent of testing should be done in the departmental laboratory.
134	Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete. (For First Floor)Item / Page No : 33 / 188Specification No : As per Item No 133Spec. Page No : ---Additional Specifications : As per Item No 133
135	Providing and casting of Post-Tensioned (PT) slab beam of grade of concrete M35 with span with necessary tendons as per design,tensioning the tendons by applying design pressure at end blocks with fabrication of chairs for tendon support, formwork and laying of steel, concreting for first and second slab with all necessary provisions as directed by the Engineer in Charge.(Design as per ISI 343:2012)Non-Dsr ItemAdditional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
136	Providing and fabricting structural steel work in rolled sections like joists, channels, angles, tees, excetra as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces, excetra and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, excetra complete. (For First Floor)Item / Page No : 1 / 173Specification No : Bd.C.2Spec. Page No : 275
137	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 / 0Additional Specifications : 1. The amount of the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control with name of work mensioned on the original receipt within the stipulated period of work. 2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010. 3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests. 4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under 'Additional General Conditions and Specifications' of this tender document shall be applicable. 5. Above / below percentage quoted by the contractor will not be applicable for this item.
138	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. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)Item / Page No : 3 / 0Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item. Please Enable Macros to View BoQ information

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Tender For Construction Of Karad Panchayat Samiti Administrative Building Dist. Satara, Karad-Maharashtra

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