Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Jan 2025
Closing Date17 Feb 2025
Tender Amount₹ 79,80,170
Costs
EMD
₹ 80,000Document Cost
₹ 5,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_SANGL_1140037_2Tender No
17/2024-2025Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 11 / 178
Specification No : Bd.F.3, B-7
Spec. Page No : 298, 38-40
Additional 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.
17.02
7996
136103.83
... More
Excavation for foundation in hard rock by blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metre from the building area including dewatering and back filling with available earth, murum, watering, ramming complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 17 / 155
Specification No : Bd.A.5
Spec. Page No : 259-260
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
11.97
912
10922.03
... More
Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 8 / 176
Specification No : Bd.E.4, B-7
Spec. Page No : 289-290, 38-40
Additional Specifications : 1. 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.
17.95
7219
129595.41
... More
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 / 156
Additional 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.
146.66
113
16631.24
... More
Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 centimetre to 1.5 centimetre diameter about 30 centimetre to 60 centimetre deep at 15 centimetre center to center as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (For Ground Floor)
Item / Page No : 25 / 156
Additional 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.
69.91
184
12919.37
... More
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 / 155
Additional 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.
78.16
117
9191.62
... More
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) without Supervisory Control and Data Aquisition with fine agreegates of required specifications (Natural sand / VSI sand finely washed excetra) (using ARTIFICIAL SAND).
Item / Page No : 2 / 81
Specification No : CD.3
Spec. Page No : 160
Additional 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.
32.85
6912
227064.13
... More
Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 30 / 216
Additional 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.
280
902
252784
... More
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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 31 / 179
Specification No : Bd.F.5, B-7
Spec. Page No : 300, 38-40
Additional 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.
10.23
15009
153548.72
... More
For First Floor
Item / Page No : 31 / 179
Specification No : As per Item No 12a
Spec. Page No : ---
Additional Specifications : As per Item No 12a
8.56
15146
129651.47
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete coping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks, compacting, finishing and roughening the surface 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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 23 / 185
Specification No : Bd.F.12, B-7
Spec. Page No : 304-305, 38-40
Additional 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.
0.77
8087
6226.99
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 50 / 181
Specification No : Bd.F.6, B-7
Spec. Page No : 300-301, 38-40
Additional 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.
17.06
13419
228944.35
... More
For First Floor
Item / Page No : 50 / 181
Specification No : As per Item No 14a
Spec. Page No : ---
Additional Specifications : As per Item No 14a
7.38
13541
99935.16
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for reinforced cement concrete slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks,laying / 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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 70 / 182
Specification No : Bd.F.8, B-7
Spec. Page No : 302-303, 38-40
Additional 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.
18.48
15166
280269.53
... More
For First Floor
Item / Page No : 70 / 182
Specification No : As per Item No 15a
Spec. Page No : ---
Additional Specifications : As per Item No 15a
15.02
15304
229868.33
... More
Providing and laying cast in situ / Ready Mix Cement concrete M-20 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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 17 / 185
Specification No : Bd.F.11, B-7
Spec. Page No : 304, 38-40
Additional 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.
0.93
16882
15701.05
... More
For First Floor
Item / Page No : 17 / 185
Specification No : As per Item No 16a
Spec. Page No : ---
Additional Specifications : As per Item No 16a
0.48
17037
8177.88
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap metal for reinforced cement concrete chajja as per detailed design and drawings including centering, formwork, cover blocks, compacting, finishing 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 without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate of natural sand/V.S.I. quality Artificial Sand (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 5 / 184
Specification No : BDF-9, B-7
Spec. Page No : 303-304, 38-40
Additional 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.
0.39
15166
5914.78
... More
For First Floor
Item / Page No : 5 / 184
Specification No : As per Item No 17a
Spec. Page No : ---
Additional Specifications : As per Item No 17a
0.37
15304
5662.54
... More
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 / 188
Specification No : Bd.F.17
Spec. Page No : 306
Additional 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.
5.55
94549
524748.62
... More
For First Floor
Item / Page No : 33 / 188
Specification No : As per Item No 18a
Spec. Page No : ---
Additional Specifications : As per Item No 18a
2.71
95446
258182.24
... More
Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compacting, excetra complete.
Item / Page No : 36 / 157
Specification No : Bd.A.10
Spec. Page No : 262-263
70.81
126
8922.06
... More
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 / 157
Specification No : Bd.A.11
Spec. Page No : 263-264
77.36
881
68165.76
... More
Providing second class burnt brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in foundations and plinth of inner walls / in plinth of external walls including bailling out water manually, striking joints, on unexposed faces, racking out joints on exposed faces and watering, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 1 / 197
Specification No : Bd.G.1
Spec. Page No : 313
Additional 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. 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.
33.98
8560
290870.5
... More
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:5 in basements including scaffolding, bailling out water manually, racking out joints when plastering is to be done, striking joints where no pointing or plastering is to be done and watering, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 2 / 199
Specification No : Bd.H.2
Spec. Page No : 329
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
10.13
6036
61153.8
... More
Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 5 / 197
Specification No : Bd.G.5
Spec. Page No : 315
Additional 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. 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.
51.86
8811
456938.46
... More
For First Floor
Item / Page No : 5 / 197
Specification No : As per Item No 23a
Spec. Page No : ---
Additional Specifications : As per Item No 23a
40.05
8890
356082.55
... More
Providing second class Burnt 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 placed 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 : 6 / 197
Specification No : Bd.G.7
Spec. Page No : 316
Additional 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.
58.94
1224
72198.55
... More
For First Floor
Item / Page No : 6 / 197
Specification No : As per Item No 24a
Spec. Page No : ---
Additional Specifications : As per Item No 24a
67.4
1236
83316.51
... More
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 / 209
Specification No : Bd.L.7
Spec. Page No : 369
Additional 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.
339.44
689
234043.88
... More
For First Floor
Item / Page No : 11 / 209
Specification No : As per Item No 25a
Spec. Page No : ---
Additional Specifications : As per Item No 25a
228.56
695
159054.9
... More
Providing internal cement plaster 12 milimetre thick in a single coat in cement mortar 1:4 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 : 4 / 209
Specification No : Bd.L.2
Spec. Page No : 368
Additional 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.
202.29
300
60747.69
... More
For First Floor
Item / Page No : 4 / 209
Specification No : As per Item No 26a
Spec. Page No : ---
Additional Specifications : As per Item No 26a
179.33
303
54345.96
... More
Providing internal cement plaster 20 milimetre thick in single coat in cement mortar 1:4 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 : 7 / 209
Specification No : Bd.L.4
Spec. Page No : 368
Additional 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.
119.1
414
49402.68
... More
For First Floor
Item / Page No : 7 / 209
Specification No : As per Item No 27a
Spec. Page No : ---
Additional Specifications : As per Item No 27a
207.27
418
86773.59
... More
Providing neeru finish to plastered surfaces in all positions including scaffolding and curing, excetra complete. (For Ground Floor)
Item / Page No : 15 / 210
Specification No : Bd.L.10
Spec. Page No : 370
93.09
68
6353.39
... More
For First Floor
Item / Page No : 15 / 210
Specification No : As per Item No 28a
Spec. Page No : ---
Additional Specifications : As per Item No 28a
72.6
68
5002.14
... More
Providing fine cement finish 1.5 milimetre thick over green plaster surface including scaffolding, curing, excetra complete. (For Ground Floor)
Item / Page No : 21 / 210
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
23.04
76
1757.95
... More
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 / 209
Specification No : Bd.L.4
Spec. Page No : 368
Additional 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.
23.04
427
9847.3
... More
Providing and fixing 900 milimetre high, stainless steel 304 grade stainless steel railing with 40 milimetre diameter and 1.5 milimetre thick at top, 40 milimetre diameter and 1.5 milimetre thick verticle supports spaced at 1.5 metre center to center and 8 milimetre thick toughened glass including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe, excetra complete. (For Ground Floor)
Item / Page No : 7 / 264
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
15.99
4939
78977.81
... More
For First Floor
Item / Page No : 7 / 264
Specification No : As per Item No 31a
Spec. Page No : ---
Additional Specifications : As per Item No 31a
8.04
4986
40089.45
... More
Providing and fixing mild steel grill work for windows, ventilator, excetra 20 kilogram per square metre as per drawings including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting, excetra complete. (For Ground Floor)
Item / Page No : 1 / 264
Specification No : Bd.U.1
Spec. Page No : 537
Additional 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.
14.22
2209
31421.93
... More
For First Floor
Item / Page No : 1 / 264
Specification No : As per Item No 32a
Spec. Page No : ---
Additional Specifications : As per Item No 32a
14.22
2230
31719.84
... More
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats, excetra complete. (with guard bars 12 milimetre square at 10 centimetre center to centre.) (For Ground Floor)
Item / Page No : 20 / 247
Specification No : Bd.T.53
Spec. Page No : 509
Additional Specifications : Window shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
1.8
5117
9211.86
... More
For First Floor
Item / Page No : 20 / 247
Specification No : As per Item No 33a
Spec. Page No : ---
Additional Specifications : As per Item No 33a
1.8
5166
9299.61
... More
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 without box. (For Ground Floor)
Item / Page No : 44 / 254
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
9.36
5216
48825.5
... More
For First Floor
Item / Page No : 44 / 254
Specification No : As per Item No 34a
Spec. Page No : ---
Additional Specifications : As per Item No 34a
9.36
5266
49290.7
... More
Providing and fixing in position powder coated 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. (For Ground Floor)
Item / Page No : 53b / 257
Additional 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.
10.56
6001
63379.01
... More
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 / 259
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2.16
3640
7863.16
... More
For First Floor
Item / Page No : 68 / 259
Specification No : As per Item No 36a
Spec. Page No : ---
Additional Specifications : As per Item No 36a
2.16
3675
7938
... More
Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 milimetre X 9 milimetre X 3 milimetre minimum size, crossings of mild steel flats of size 18 milimetre X 5 milimetre T or E section for runner of minimum 40 milimetre X 6 milimetre size for flange, mild steel flat for top runner of minimum size 40 milimetre X 12 milimetre with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 milimetre, maximum spacing of vertical channels be 100 milimetre enclosed gate position and clear space of 150 milimetre between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting, excetra complete. (Indian Standard : 10521-1983). (For Ground Floor)
Item / Page No : 26 / 249
Specification No : Bd.T.57
Spec. Page No : 511
10.5
4211
44221.28
... More
For First Floor
Item / Page No : 26 / 249
Specification No : As per Item No 37a
Spec. Page No : ---
Additional Specifications : As per Item No 37a
2.52
4251
10714.16
... More
Providing and fixing fibreglass reinforced polyster door shutter 30 milimetre thick as per Indian Standard : 14856 (2000) (reaffirmed-2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, excetra complete. (For Ground Floor)
Item / Page No : 58 / 257
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
11.07
3437
38055.34
... More
For First Floor
Item / Page No : 58 / 257
Specification No : As per Item No 38a
Spec. Page No : ---
Additional Specifications : As per Item No 38a
10.87
3470
37723.79
... More
Providing and fixing 30 milimetre thick both side prelaminated solid panel polyvinyl chloride door shutter consisting of frame made out of mild steel tube of 19 gauge thickness and size 19 milimetre X 19 milimetre for styles and 15 milimetre X 15 milimetre for top and bottom rails, mild steel frame shall have a coat of metel primer of approved make and manufacture. Mild steel frame shall be covered with heat mouled polyvinyl chloride "C" channel made from 5 milimetre (+/0.25) thick prelaminated sheet of density 600 kilogram per cubic metre, of size 30 milimetre thickness 70 milimetre width out of which 50 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree angle on either side forming stiles; and 5 milimetre thick, 95 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 milimetre wide polyvinyl chloride sheet out of which 75 milimetre shall be flat and 20 milimetre shall be tapered on both sides to form lock rail. Top, bottom and lock rail shall be provided either side of the panel. An additional 5 milimetre (+/0.25) thick polyvinyl chloride strip of 20 milimetre width is to be stuck on the bottom side of the "C" channel prelaminated paneling of 5 milimetre (+/0.25) thick polyvinyl chloride sheet to be fitted inside the mild steel frame welded / sealed to the styles and rails with 5 milimetre (+/0.25) X 30 milimetre polyvinyl chloride sheet beading on either side and joined together with solvent cement adhesive, excetra 10 milimetre thickness (5 milimetre (+/0.25) X 2 numbers) 20 milimetre wide cross polyvinyl chloride sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 numbers mild steel powder coated butt hinges of size 100 milimetre X 25 milimetre X 2 milimetre using 32 milimetre long steel screws drilled suitable to pass through both the walls of the mild steel tube. Other hardwares should be fixed with 19 milimetre X 6 milimetre size steel screws including fixture fasting. Complete as per direction of Engineer in-charge. (For Ground Floor)
Item / Page No : 47 / 255
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
4
6875
27501.6
... More
For First Floor
Item / Page No : 47 / 255
Specification No : As per Item No 39a
Spec. Page No : ---
Additional Specifications : As per Item No 39a
5.33
6940
36995
... More
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 / 246
Specification No : Bd.T.34
Spec. Page No : 499
Additional Specifications : Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
3.9
3232
12608.51
... More
For First Floor
Item / Page No : 9 / 246
Specification No : As per Item No 40a
Spec. Page No : ---
Additional Specifications : As per Item No 40a
3.9
3263
12728.63
... More
Providing and fixing in position, double shuttered aluminium extruded powder coated openable door of specified size with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower aluminium bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor)
Item / Page No : 63 / 258
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2.21
9125
20167.47
... More
Providing and fixing in position, single shuttered aluminium extruded powder coated openable door of overall size 0.90 metre X 2.40 metre with aluminium door frame of powder coated section 101.60 milimetre X 44.75 milimetre, 3.18 milimetre thick and shutter comprising of powder coated section having bottom and lock rail of size 150 milimetre X 44.5 milimetre, 3 milimetre thick top rails 47.62 milimetre X 44.45 milimetre, 3 milimetre thick, vertical style 47.62 milimetre X 44.45 milimetre, 3.00 milimetre thick and for shutter plain glass panes 5 milimetre thick for top panels and 12 milimetre thick both side laminated phenol bonded particle board panels for bottom panels excetra, Indian Standard Institution mark, heavy duty, Hydraulic floor spring of 150 kilogram capacity, having heavy duty concealed lock, necessary beeding, glazing clips, poly vinyl chloride gaskets, 250 milimetre length tower bolts, 150 milimetre diameter pad handle, excetra as per detailed design and drawing or as directed by engineer in charge including all materials, labours and equipments, excetra complete. (For Ground Floor)
Item / Page No : 64 / 259
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
5.67
8559
48532.93
... More
Providing and fixing shutters to wall cupboard consisting of teak wood styles and rails 25 milimetre thick and 75 milimetre wide with panel insert of 12 milimetre thick particle board with one approved coloured laminated face on one side, 1.5 milimetre thick bonded with phenol Formaldehyde synthetic resin including lipping, beading,iron oxidised fixtures and fastening and oil primer coat, excetra complete. (Excluding cupboard frame) (For Ground Floor)
Item / Page No : 22 / 232
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
6.3
3866
24356.43
... More
For First Floor
Item / Page No : 22 / 232
Specification No : As per Item No 43a
Spec. Page No : ---
Additional Specifications : As per Item No 43a
7.2
3902
28100.88
... More
Providing 25 milimetre to 30 milimetre thick partition of polished black Kadappa stone slab of approved quality including giving required sizes and shape, excetra, fixing in cement mortar 1:3, curing and cement, excetra complete. - One side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 32 / 216
Specification No : Bd.M.35B
Spec. Page No : 393
Additional 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. 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.
11.52
1040
11985.98
... More
For First Floor
Item / Page No : 32 / 216
Specification No : As per Item No 44a
Spec. Page No : ---
Additional Specifications : As per Item No 44a
11.52
1050
12099.46
... More
Providing 25 milimetre to 30 milimetre thick partition of polished black Kadappa stone slab of approved quality including giving required sizes and shape, excetra, fixing in cement mortar 1:3, curing and cement, excetra complete. - Both side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 33 / 216
Specification No : Bd.M.35B
Spec. Page No : 393
Additional 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. 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.
1.08
1220
1317.6
... More
For First Floor
Item / Page No : 33 / 216
Specification No : As per Item No 45a
Spec. Page No : ---
Additional Specifications : As per Item No 45a
1.08
1231
1330.07
... More
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 / 213
Specification No : Bd.M.3
Spec. Page No : 380
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
16.36
1321
21614.01
... More
For First Floor
Item / Page No : 6 / 213
Specification No : As per Item No 46a
Spec. Page No : ---
Additional Specifications : As per Item No 46a
31.86
1333
42490.09
... More
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 / 217
Specification No : Bd.M.12
Spec. Page No : 385
Additional 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.
66.89
1282
85806.49
... More
For First Floor
Item / Page No : 40 / 217
Specification No : As per Item No 47a
Spec. Page No : ---
Additional Specifications : As per Item No 47a
56.56
1294
73222.58
... More
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 / 217
Specification No : Bd.M.12
Spec. Page No : 385
Additional 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.
7.54
1361
10266.09
... More
For First Floor
Item / Page No : 41 / 217
Specification No : As per Item No 48a
Spec. Page No : ---
Additional Specifications : As per Item No 48a
9.17
1374
12600.5
... More
Providing and laying ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to corrosponding Indian standared for dado and skirting in required position with ready made adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white / colour cement slurry, cleanding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 25 / 215
Specification No : Bd.M.13
Spec. Page No : 386
Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 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.
62.5
1364
85293.75
... More
For First Floor
Item / Page No : 25 / 215
Specification No : As per Item No 49a
Spec. Page No : ---
Additional Specifications : As per Item No 49a
28.35
1377
39045.04
... More
Providing and laying matt finish ceramic tiles of having sizes 30 centimetre X 30 centimetre and confirming to Indian Standard 15622 : 2006 (Group DII-A) and 7 milimetre to 8 milimetre thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white / colour cement slurry, cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 24 / 215
Specification No : Bd.M.12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per direction of Engineer in-charge. 2. The work shall be carried out as per the sample approved from the Deputy Chief Architect, Public Works Deparment, Pune Region, Pune and kept in the office of the Executive Engineer. 3. The tiles should be of reputed approved brand. 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.
1.08
1288
1391.09
... More
For First Floor
Item / Page No : 24 / 215
Specification No : As per Item No 50a
Spec. Page No : ---
Additional Specifications : As per Item No 50a
2.16
1299
2807.78
... More
Providing and laying green marble 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 / moulding the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 48 / 218
Specification No : Bd.M.12
Spec. Page No : 385
Additional 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. 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.
24.08
2496
60108.5
... More
For First Floor
Item / Page No : 48 / 218
Specification No : As per Item No 51a
Spec. Page No : ---
Additional Specifications : As per Item No 51a
26.09
2519
65744.19
... More
Providing and fixing cold rolled steel hollow door frame 105 milimetre X 60 milimetre for any sizes including hold fast, hinges, tie members with red oxide and gray paint, excetra complete as per Indian Standards Institution specifications and code of practice prescribed including anticorosive treatment, excetra complete as directed by the Engineer. (For Ground Floor)
Item / Page No : 49 / 256
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
9.45
2114
19983.91
... More
For First Floor
Item / Page No : 49 / 256
Specification No : As per Item No 52a
Spec. Page No : ---
Additional Specifications : As per Item No 52a
2.21
2134
4718.02
... More
Providing and laying in position flooring of telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of approved shade and size 18 milimetre to 20 milimetre thick on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 34 / 216
Specification No : Bd.M.3 B
Spec. Page No : 380
Additional 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.
5.4
4237
22879.8
... More
For First Floor
Item / Page No : 34 / 216
Specification No : As per Item No 53a
Spec. Page No : ---
Additional Specifications : As per Item No 53a
7.2
4277
30796.2
... More
Providing and laying machine cut machine polished Kotah stone slabs 20 milimetre to 25 milimetre thick for treads and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 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 : 18 / 215
Specification No : Bd.M.22
Spec. Page No : 390
Additional 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.
20.11
1663
33448.96
... More
For First Floor
Item / Page No : 18 / 215
Specification No : As per Item No 54a
Spec. Page No : ---
Additional Specifications : As per Item No 54a
9.45
1679
15867.02
... More
Providing and laying antiskid ceramic tiles of approved quality of size 30 centimetre X 30 centimetre and confirming to Indian Standard 15622:2006 (Group BIIa) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 67 / 220
Specification No : Bd.M.12
Spec. Page No : 385
Additional 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.
2.88
1306
3764.02
... More
For First Floor
Item / Page No : 67 / 220
Specification No : As per Item No 55a
Spec. Page No : ---
Additional Specifications : As per Item No 55a
5.76
1318
7597.15
... More
Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in cement mortar 1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with cement mortar 1:3 admixed with approved water proofing compound and finally top finishing with average 20 milimetre thick layers of same mortar added with jute fiber at one kilogram per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 milimetre X 300 milimetre, making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 4 / 205
Additional 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 item shall be retained as retaintion money for the entire gaurantee period of 10 years. 3. The procedure of execution of this item should be got approved from the Engineer in-charge. 4. The contractor has to sign the gaurantee bond on stamp paper worth Rs. 100.00 5. The work shall be carried out as per the wording of the item and as per the guideline specification for waterproofing work. 6. Smooth finish over brick bat coba and for chamfer in cement mortar 1:3 should be done with proper line. 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.
16.43
1279
21015.61
... More
For First Floor
Item / Page No : 4 / 205
Specification No : As per Item No 56a
Spec. Page No : ---
Additional Specifications : As per Item No 56a
107.89
1290
139248.23
... More
Providing and applying priming coat over new / old steel and other metal surfaces including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matters and scoured with wire brushes, fine steel wool, scrappers and sand paper, scaffolding, excetra complete. (For Ground Floor)
Item / Page No : 20 / 224
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
660.83
38
25673.25
... More
For First Floor
Item / Page No : 20 / 224
Specification No : As per Item No 57a
Spec. Page No : ---
Additional Specifications : As per Item No 57a
526.99
39
20658.01
... More
Providing and applying washable oil bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces (excluding the primer coat), excetra complete. (For Ground Floor)
Item / Page No : 11 / 227
Specification No : Bd.P.5
Spec. Page No : 413
Additional 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.
321.39
50
16198.06
... More
For First Floor
Item / Page No : 11 / 227
Specification No : As per Item No 58a
Spec. Page No : ---
Additional Specifications : As per Item No 58a
409.56
50
20846.6
... More
Providing, constructing and fixing 250 milimetre diameter Inspection chamber made up of unplasticized poly vinyl chloride material of thickness 3.5 milimetre and height of 259 milimetre with inlet and outlet of 110 milimetre diameter with 75 milimetre diameter U Trap, Ultra shaft pipe of unplasticized poly vinyl chloride material having height of 470 milimetre and fixing Ultra 250 milimetre diameter unplasticized poly vinyl chloride cover and frame in 150 milimetre thick in cement concrete 1:2:4, having crushed sand bed of 100 milimetre thick of size 550 milimetre dia, including excavation and refilling the sides of chamber by crushed sand cushioning 150 milimetre thickness, connecting all required unplasticized poly vinyl chloride fittings with rubber lubricant, excetra complete. (For Ground Floor)
Item / Page No : 27 / 290
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
3
4289
12867.75
... More
Providing, constructing and fixing 450 milimetre diameter Inspection chamber made up of polypropylene / polyethylene material of thickness 3.5 milimetre and height of 388 milimetre with 160 milimetre or 200 milimetre main inlet(s) and outlet 110 milimetre and / or 160 milimetre branch inlets, with 450 milimetre diameter Ultra shaft pipe of high density polyethylene material having height of 460 milimetre, having reinforced cement concrete cover and frame fixing in 150 milimetre thick in cement concrete 1:2:4, having crushed sand bed of 150 milimetre thick of size 750 milimetre dia, including excavation and refilling the sides of chamber by sand crushed cushioning 150 milimetre thickness, connecting all required unplasticized poly vinyl chloride fittings with rubber lubricant, excetra complete. (For Ground Floor)
Item / Page No : 28 / 290
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
3
10678
32035.5
... More
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 / 274
Specification No : Bd.V.38
Spec. Page No : 572
1
1680
1680
... More
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 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
4207
4207.35
... More
For First Floor
Item / Page No : 30 / 277
Specification No : As per Item No 62a
Spec. Page No : ---
Additional Specifications : As per Item No 62a
2
4247
8494.8
... More
Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection, excetra complete. (For Ground Floor)
Item / Page No : 34 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
11760
11760
... More
Providing and fixing 10 centimetre poly vinyl chloride nahani trap with grating, excetra complete. (For Ground Floor)
Item / Page No : 67 / 281
Specification No : Bd.V.32A
Spec. Page No : 551
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
565
1131.9
... More
For First Floor
Item / Page No : 67 / 281
Specification No : As per Item No 64a
Spec. Page No : ---
Additional Specifications : As per Item No 64a
2
571
1142.7
... More
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 / 276
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
904
1808.1
... More
For First Floor
Item / Page No : 20 / 276
Specification No : As per Item No 65a
Spec. Page No : ---
Additional Specifications : As per Item No 65a
2
912
1825.3
... More
Providing and fixing chromium plated towel rod 16 milimetre diameter and 75 centimetre in length including all accessories complete. (For Ground Floor)
Item / Page No : 31 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
313
627.9
... More
For First Floor
Item / Page No : 31 / 277
Specification No : As per Item No 66a
Spec. Page No : ---
Additional Specifications : As per Item No 66a
2
316
633.9
... More
Providing and fixing white glazed earthenware wash hand basin of 55 centimetre X 40 centimetre size including cold water piller tap / cold and hot water piller tap brackts, rubber plugs and brass chain, stop tap and necessary pipe connections including polyvinyl chloride waste pipe and trap upto the outside face of the wall.Making good the damaged surface,testing excetra complete. (For Ground Floor)
Item / Page No : 63 / 272
Specification No : Bd.V.30
Spec. Page No : 565
2
5878
11757.9
... More
For First Floor
Item / Page No : 63 / 272
Specification No : As per Item No 67a
Spec. Page No : ---
Additional Specifications : As per Item No 67a
2
5934
11869.9
... More
Providing and fixing 100 milimetre diameter chromium plated brass shower rose to 15 milimetre diameter supply pipe including necessary bend and sockets complete. (For Ground Floor)
Item / Page No : 51 / 270
Specification No : Bd.V.12
Spec. Page No : 556
1
554
554.4
... More
For First Floor
Item / Page No : 51 / 270
Specification No : As per Item No 68a
Spec. Page No : ---
Additional Specifications : As per Item No 68a
2
559
1119.4
... More
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 / 279
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
5
827
4137
... More
For First Floor
Item / Page No : 52 / 279
Specification No : As per Item No 69a
Spec. Page No : ---
Additional Specifications : As per Item No 69a
6
835
5011.8
... More
Providing, laying and fixing polyvinyl chloride pipe of 50 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.
Item / Page No : 26 / 276
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.
15
443
6646.5
... More
Providing, laying and fixing polyvinyl chloride pipe of 110 milimetre diameter with fittings such as bends, tees, reducers, clamps, excetra including necessary excavation, trench filling, excetra complete.Including removing existing pipe line if necessary and conveying and stacking thesame in PWD chowky or as directed excetra complete.
Item / Page No : 28 / 277
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. The P.V.C. Pipe should be of approved and standard brand.
15
623
9355.5
... More
Providing and laying concrete pipes of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collers, excavation, laying, fixing with collers in cement mortar 1:1 and refilling the trench excetra complete.
Item / Page No : 9 / 274
Specification No : Bd.V.41
Spec. Page No : 573
5
814
4071.75
... More
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 housting, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes. Capacity between 200 litres to 1000 litres. (For First Floor)
Item / Page No : 53 / 280
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
3000
14
44550
... More
Providing and fixing screw down for 25 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)
Item / Page No : 45 / 270
Specification No : Bd.V.9
Spec. Page No : 555
2
921
1843.8
... More
For First Floor
Item / Page No : 45 / 270
Specification No : As per Item No 74a
Spec. Page No : ---
Additional Specifications : As per Item No 74a
2
930
1861.4
... More
Providing and fixing half turn 25 milimetre diameter gun metal flushing cock including all accessories, excetra complete. (For Ground Floor)
Item / Page No : 32 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
1000
1000.65
... More
For First Floor
Item / Page No : 32 / 277
Specification No : As per Item No 75a
Spec. Page No : ---
Additional Specifications : As per Item No 75a
2
1010
2020.4
... More
Providing and fixing 15 milimetre diameter screw down bib / stop tap of brass including necessary socket union nut complete. (For Ground Floor)
Item / Page No : 40 / 270
Specification No : Bd.V.8
Spec. Page No : 554
3
704
2113.65
... More
For First Floor
Item / Page No : 40 / 270
Specification No : As per Item No 76a
Spec. Page No : ---
Additional Specifications : As per Item No 76a
3
711
2133.75
... More
Providing soak pit of size 120 centimetre X 120 centimetre X 120 centimetre including excavating and filling with brick bats.
Item / Page No : 19 / 275
Specification No : Bd.V.46
Spec. Page No : 576
2
3099
6199.2
... More
Providing and fixing 45 centimetre wide mild steel ladder of 40 milimetre X 6 milimetre mild steel flat stringers and steps of 18 milimetre diameter mild steel bar for water tank including fixing it in (1:2:4) M-15 cement concrete block 60 centimetre X 30 centimetre X 30 centimetre and painting the ladder with anticorossive paint complete. (For First Floor)
Item / Page No : 56 / 271
Specification No : Bd.V.19
Spec. Page No : 559
Additional 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.
4
1195
4782.8
... More
Providing and fixing 90 centimetre X 60 centimetre granite name plate engraving 10 centimetre height letter, figures including painting the letters / figures with approved colour and shade complete.
Item / Page No : 12 / 294
Specification No : Bd.W.7
Spec. Page No : 586-587
1
9058
9058.35
... More
Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogramme per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning, excetra complete.(using 100 percent crushed sand)
Item / Page No : 54 / 219
Specification No : Bd.M
Spec. Page No : ---
Additional Specifications : 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.
516.3
1522
786299.09
... More
Providing and laying rough Shahabad stone flooring 40 milimetre to 45 milimetre thick and of required width in plain / diamond pattern on a bed of 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 2 / 213
Specification No : BD.M.1
Spec. Page No : 379
Additional Specifications : If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
37.33
842
31448.66
... More
Providing and laying damp proof course 50 milimetre thick in M-20 cement concrete layer and bitumen / using cement with waterproofing compound curing, formwork, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 1 / 205
Specification No : Bd.J.2
Spec. Page No : 355
Additional 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.
6.3
499
3149.06
... More
Door Closer
Non-Dsr Item
Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
2
956
1912
... More
Providing and fixing on walls / celling / floor, 15 milimetre diameter chlorinated polyvinyl 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 : 55 / 280
Specification No : Bd.V.5
Spec. Page No : 551
Additional 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.
35
279
9775.5
... More
For First Floor
Item / Page No : 55 / 280
Specification No : As per Item No 84a
Spec. Page No : ---
Additional Specifications : As per Item No 84a
20
281
5639
... More
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 / 280
Specification No : Bd.V.5
Spec. Page No : 551
Additional 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.
35
393
13781.25
... More
For First Floor
Item / Page No : 57 / 280
Specification No : As per Item No 85a
Spec. Page No : ---
Additional Specifications : As per Item No 85a
20
397
7950
... More
Providing and fixing on walls / celling / floor, 40 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 : 59 / 280
Specification No : Bd.V.5
Spec. Page No : 551
Additional 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.
20
565
11319
... More
For First Floor
Item / Page No : 59 / 280
Specification No : As per Item No 86a
Spec. Page No : ---
Additional Specifications : As per Item No 86a
20
571
11427
... More
Providing and fixing chromium plated pillar cock long neck with aerator of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 82 / 282
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
2
1706
3412.5
... More
For First Floor
Item / Page No : 82 / 282
Specification No : As per Item No 87a
Spec. Page No : ---
Additional Specifications : As per Item No 87a
2
1722
3445
... More
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding Indian Standard of approved manufacturer and of approved colour to the plastered surfaces including cleaning, preparing the plaster surfaces, applying primer coat, scaffolding, if necessary and watering the surface for two days, excetra complete. (For Ground Floor)
Item / Page No : 25 / 225
Additional Specifications : 1. The shade of paints shall be got approved by the Engineer in-charge before use. 2. The paints shall be of Indian Standards and from approved manufactures. The paints shall be got approved before use.
339.44
274
93023.53
... More
For First Floor
Item / Page No : 25 / 225
Specification No : As per Item No 88a
Spec. Page No : ---
Additional Specifications : As per Item No 88a
228.56
276
63231.12
... More
Providing and fixing 50 milimetre diameter medium class galvanised iron pipe gate with wicked gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in cement concrete block at top and bottom with locking arrangement incluing cutting, bending, making holes and with one coat of primer, excetra complete.
Item / Page No : 5 / 173
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
6
7619
45719.1
... More
Providing and fixing hume pipe septic tank 900 milimetre diameter with vent pipe and cap including excavation and laying.
Item / Page No : 18 / 275
Specification No : Bd.V.45
Spec. Page No : 575
2
17884
35769.1
... More
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 / 279
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
15
637
9560.25
... More
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 / 173
Specification No : Bd.C.2
Spec. Page No : 275
0.15
108315
16030.74
... More
Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29a / 25
Specification No : MORTH-408
Spec. Page No : 139-142
30
708
21268.5
... More
Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.
Item / Page No : 30 / 25
Specification No : MORTH-408
Spec. Page No : 139-142
30
82
2488.5
... More
Providing and fixing plain zinc sheeting of 0.80 milimetre thick (22 B.W.G) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt, galvanised iron screw and bolts and lead and bitumen washers, excetra complete. (Weight 6.8 killogram per square metre) (For Ground Floor)
Item / Page No : 5 / 233
Specification No : Bd.R.5
Spec. Page No : 452-453
20
1195
23919
... More
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 60
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
1
10461
10461.15
... More
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 charge etc. complete. (For Ground Floor)
Item / Page No : 87 / 283
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
30
597
17923.5
... More
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 / 217
Specification No : Bd.M.35C
Spec. Page No : 393
Additional Specifications : The work shall be carried out as per instructions of Engineer in-charge.
2.7
2952
7972.02
... More
PROVIDING laptop WITH I5 PROCESSOR
Non-Dsr Item
Additional Specifications : The work shall be carried out as per the instructions of Engineer in-charge.
1
70000
70000
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