Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Dec 2024
Closing Date20 Jan 2025
Tender Amount₹ 2,64,60,471
Costs
EMD
₹ 2,64,605Document Cost
₹ 15,000Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_SATAR_1130354_1Tender No
Work/susatara/ET19/24(1rdTime)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
... More
Excavation for foundation in hard murum and boulders including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking and spreading as directed dewatering preparing the bed for the foundation and necessary back filling, ramming, watering including shoring the strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 10 / 154
Specification No : Bd.A.3
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
29.92
277
8293.82
... More
Excavation for foundation in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 metre beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling, with available earth, murum, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 14 / 154
Specification No : Bd.A.4
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
19
471
8966.1
... More
Excavation for foundation in hard rock by chiselling wedging, line drilling excetra including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed, dewatering and back filling with available earth / murum, ramming, watering complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 20 / 155
Specification No : Bd.A.6
Spec. Page No : 260
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
10
1437
14377
... More
Providing preconstructional antitermite treatment as per Indian Standard 6313 (Part-II) by treating the bottom surface and sides for excavation at the rate of 5 liters of emulsion concentrates of 1.0 percent of clorophyriphoas per square metre of surface area covering ten years guarantee on bond paper
Item / Page No : 22 / 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 shall 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.
198.92
117
23412.88
... 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.
126.68
123
15606.98
... 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.
315.7
118
37505.16
... 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.
25
193
4840
... More
Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND).
Item / Page No : 1 / 175
Specification No : Bd.E.1
Spec. Page No : 287-288
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.
164.8
6951
1145598.96
... More
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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).
Item / Page No : 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.
65.97
8336
549981.99
... 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.with fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 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.
27.08
15683
424715.95
... More
For First Floor
Item / Page No : 31 / 179
Specification No : As per Item No 13a
Spec. Page No : ---
Additional Specifications : As per Item No 13a
14.34
15821
226881.03
... 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 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.
81.97
14018
1149084.15
... 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
41.93
14141
592934.23
... More
Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in foundation and plinth including bailing out water manually, striking joints, racking out joints, watering and scaffolding, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 12 / 198
Specification No : Bd.G.3, Bd.G.5
Spec. Page No : 314, 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. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
72
8061
580424.4
... 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
95.01
132
12541.32
... 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
71.25
989
70512.56
... More
Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.
Item / Page No : 38 / 157
Specification No : Bd.A.12
Spec. Page No : 264
67.8
2026
137423.82
... 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 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.
54.03
15847
856248.53
... More
For First Floor
Item / Page No : 70 / 182
Specification No : As per Item No 19a
Spec. Page No : ---
Additional Specifications : As per Item No 19a
51.17
15986
818052.23
... 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 with 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.
2.84
15847
45007.33
... More
For First Floor
Item / Page No : 5 / 184
Specification No : As per Item No 20a
Spec. Page No : ---
Additional Specifications : As per Item No 20a
2.46
15986
39327.9
... 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 with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 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.
11.68
17646
206107.03
... More
For First Floor
Item / Page No : 17 / 185
Specification No : As per Item No 21a
Spec. Page No : ---
Additional Specifications : As per Item No 21a
0.68
17801
12105.22
... More
Providing and laying cast in situ / Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete canopy as per detailed designs and drawings including centering, formwork, compacting, and roughening the surface if special finish is to be provided and curing, excetra complete. (Excluding reinforcement).with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 9 / 184
Specification No : Bd.F.8, B-7
Spec. Page No : 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.
4.66
15847
73850.05
... 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. As per Indian Standard 1786 / 1985 with latest amendments. 2. Various diametre of TMT-FE 500 bars brought on site for the work shall be got tested category wise and lot wise as directed by the Engineer in-charge and minimum 50% of testing should be done in departmental laboratory. 3. Steel to be used must be procured from authorised agent of main producers.
27.23
98908
2693183.63
... More
For First Floor
Item / Page No : 33 / 188
Specification No : As per Item No 23a
Spec. Page No : ---
Additional Specifications : As per Item No 23a
15.79
99805
1576330.44
... More
Providing fly ash brick masonry with conventional / Indian Standard type fly ash bricks in cement mortar 1:6 in superstructure including striking joints, racking out joints, watering and scaffolding, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 13 / 198
Specification No : Bd.G.3, Bd.G.5
Spec. Page No : 314, 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. The work shall be done as per instructions of Engineer in charge. 10. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
82.79
8305
687624.76
... More
For First Floor
Item / Page No : 13 / 198
Specification No : As per Item No 24a
Spec. Page No : ---
Additional Specifications : As per Item No 24a
86.01
8376
720479.97
... More
Providing second class fly ash Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 milimetre diameter / 2 hoop iron strips 25 milimetre X 1.6 milimetre at every third course, properly bent and bounded at ends, scaffolding, racking out joints and watering, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 14 / 198
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.
316.29
1171
370549.55
... More
For First Floor
Item / Page No : 14 / 198
Specification No : As per Item No 25a
Spec. Page No : ---
Additional Specifications : As per Item No 25a
342.76
1181
405022.35
... More
Providing and applying two coats of wall care putty on plastered surface and ceiling and walls to prepare surface even and smooth approved make excetra complete. (For Ground Floor)
Item / Page No : 34 / 212
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
264.46
99
26181.54
... More
For First Floor
Item / Page No : 34 / 212
Specification No : As per Item No 26a
Spec. Page No : ---
Additional Specifications : As per Item No 26a
281
99
28071.9
... 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.
249.29
310
77392.08
... More
For First Floor
Item / Page No : 4 / 209
Specification No : As per Item No 27a
Spec. Page No : ---
Additional Specifications : As per Item No 27a
199.73
313
62555.44
... 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.
789.11
427
337541.8
... More
For First Floor
Item / Page No : 7 / 209
Specification No : As per Item No 28a
Spec. Page No : ---
Additional Specifications : As per Item No 28a
430.92
431
185963.53
... More
Providing waterproof plaster in water closet and bath 12 milimetre thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of one kilogram per bag of cement of approved make and manufacturer and curing, excetra complete. (Excluding Tiles) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 6 / 205
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
75.37
432
32601.29
... More
For First Floor
Item / Page No : 6 / 205
Specification No : As per Item No 29a
Spec. Page No : ---
Additional Specifications : As per Item No 29a
169.42
436
73934.89
... 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.
327.87
713
233836.88
... More
For First Floor
Item / Page No : 11 / 209
Specification No : As per Item No 30a
Spec. Page No : ---
Additional Specifications : As per Item No 30a
491.57
719
353709.19
... More
Providing patti / band 100 milimetre wide on plastered surface 12 milimetre to 15 milimetre thick in cement mortar 1:3 in line and level including neet finishing, scaffolding, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 24 / 210
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in charge. 2. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
73.62
74
5477.33
... More
For First Floor
Item / Page No : 24 / 210
Specification No : As per Item No 31a
Spec. Page No : ---
Additional Specifications : As per Item No 31a
70.02
75
5258.5
... More
Labour charges for providing groove in external plaster having width and spaced at as directed by Engineer in-charge, excetra complete. (For Ground Floor)
Item / Page No : 22 / 210
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
147.24
53
7936.24
... More
For First Floor
Item / Page No : 22 / 210
Specification No : As per Item No 32a
Spec. Page No : ---
Additional Specifications : As per Item No 32a
140.04
54
7618.18
... More
Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of reinforced cement concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete / burnt brick masonry and or tying by binding wire, excetra complete. (For Ground Floor)
Item / Page No : 26 / 210
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
325.44
62
20405.09
... More
For First Floor
Item / Page No : 26 / 210
Specification No : As per Item No 33a
Spec. Page No : ---
Additional Specifications : As per Item No 33a
318.24
63
20128.68
... 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.
39.46
4435
175028.78
... More
Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on a bed of 1:4 cement mortar including float, filling joints with neat cement slurry, curing, polishing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 35 / 216
Specification No : Bd.M.22 B
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.
24.62
4598
113210.15
... More
For First Floor
Item / Page No : 35 / 216
Specification No : As per Item No 35a
Spec. Page No : ---
Additional Specifications : As per Item No 35a
14.63
4640
67883.2
... More
Providing and fixing machine cut mirror polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone partition with rounding / moulding the edegs, excetra complete. - Both side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 36 / 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. The edge of partition should be 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.
10.43
4423
46133.98
... More
For First Floor
Item / Page No : 36 / 216
Specification No : As per Item No 36a
Spec. Page No : ---
Additional Specifications : As per Item No 36a
14.1
4463
62933.94
... More
Providing and laying vitrified matt finish tiles of having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and cleaning, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 42 / 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.
245.8
1791
440412.15
... More
For First Floor
Item / Page No : 42 / 217
Specification No : As per Item No 37a
Spec. Page No : ---
Additional Specifications : As per Item No 37a
219.13
1807
396132.26
... More
Providing and laying vitrified matt finish tiles having size 590 milimetre to 605 milimetre X to 605 milimetre of 8 milimetre to 10 milimetre thickness and confirming to Indian Standard 15622-2006 (Group BIa) of approved make, shade and pattern for 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 : 43 / 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.
274.48
1874
514444.14
... More
For First Floor
Item / Page No : 43 / 217
Specification No : As per Item No 38a
Spec. Page No : ---
Additional Specifications : As per Item No 38a
283.33
1891
535777.03
... More
Providing and laying vitrified rustic matt stone 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 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 : 44 / 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.
40.06
1977
79224.66
... More
Providing and laying vitrified rustic matt stone 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 : 45 / 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. 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.
32.07
2060
66069.01
... More
Providing leather finished polishing to granite stone slab by continuous grinding in four coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing, excetra complete. (For Ground Floor)
Item / Page No : 56 / 219
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
39.46
792
31252.32
... 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.
16.12
1351
21790.21
... More
For First Floor
Item / Page No : 67 / 220
Specification No : As per Item No 42a
Spec. Page No : ---
Additional Specifications : As per Item No 42a
42.21
1363
57563.89
... More
Providing and laying ceramic tiles of having sizes 30 centimetre X 60 centimetre and confirming to corrosponding Indian Standard 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 : 27 / 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.
111.6
1562
174425.22
... More
For First Floor
Item / Page No : 27 / 215
Specification No : As per Item No 43a
Spec. Page No : ---
Additional Specifications : As per Item No 43a
249.9
1576
394054.82
... More
Providing and laying telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone of 18 milimetre to 20 milimetre thick for door frame / dado / window boxing, excetra on cement mortar 1:6 including filling joints with polymer base filler, nosing the sharp edges wherever necessary, curing, excetra complete. (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 68 / 220
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.
49.22
4833
237885.18
... More
For First Floor
Item / Page No : 68 / 220
Specification No : As per Item No 44a
Spec. Page No : ---
Additional Specifications : As per Item No 44a
45.03
4876
219609.06
... More
Providing and fixing country cut teak wood double or single leaf second class fully panelled door shutter with 35 milimetre thick and style and rail 25 milimetre thick pannels with openable fan light as per detailed drawings, excluding the door frame 60 milimetre X 100 milimetre including stainless steel fixrtures and fastening and finishing the wood work with oil painting three coats, excetra complete.(Excluding the door frame) (For Ground Floor)
Item / Page No : 4 / 245
Specification No : Bd.T.7, Bd.T.8
Spec. Page No : 481, 482
4.8
10531
50550.72
... 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.
20.79
3386
70413.65
... More
For First Floor
Item / Page No : 9 / 246
Specification No : As per Item No 46a
Spec. Page No : ---
Additional Specifications : As per Item No 46a
17.01
3417
58135.08
... 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
8.4
4412
37061.64
... More
For First Floor
Item / Page No : 26 / 249
Specification No : As per Item No 47a
Spec. Page No : ---
Additional Specifications : As per Item No 47a
3.6
4452
16027.92
... 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 colour anodising with box. (For Ground Floor)
Item / Page No : 41 / 253
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
39.6
6052
239667.12
... More
For First Floor
Item / Page No : 41 / 253
Specification No : As per Item No 48a
Spec. Page No : ---
Additional Specifications : As per Item No 48a
29.52
6107
180284.54
... 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.
7.88
7202
56758.06
... More
For First Floor
Item / Page No : 47 / 255
Specification No : As per Item No 49a
Spec. Page No : ---
Additional Specifications : As per Item No 49a
12.6
7268
91580.58
... More
Providing and fixing mild steel grill door 24 kilogram per square metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and three coats of oil painting, excetra complete. (For Ground Floor)
Item / Page No : 31 / 250
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.
1.58
3583
5662.4
... 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.
2.88
3813
10983.46
... More
For First Floor
Item / Page No : 68 / 259
Specification No : As per Item No 51a
Spec. Page No : ---
Additional Specifications : As per Item No 51a
5.76
3848
22166.5
... 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.
42.48
2311
98205.26
... More
For First Floor
Item / Page No : 1 / 264
Specification No : As per Item No 52a
Spec. Page No : ---
Additional Specifications : As per Item No 52a
35.28
2332
82301.18
... More
Providing and fixing mild steel grill railing weighing 15 kilogram per square metre with polyvinyl chloride handrail cover and newel post for staircases, including fabricating, fixtures, drilling holes in concrete / other surface, erecting the grill work, necessary welding, fixing by nuts and bolts, fixing polyvinyl chloride handrail cover, with one coat of anticorrosive paint and two coats of oil painting with approved colour and shade, remaking the damaged surface, cleaning, excetra complete. (For Ground Floor)
Item / Page No : 10 / 265
Additional Specifications : The work shall be carried out as directed by Engineer-In-Charge.
18
2933
52811.1
... More
For First Floor
Item / Page No : 10 / 265
Specification No : As per Item No 53a
Spec. Page No : ---
Additional Specifications : As per Item No 53a
18.8
2960
55658.34
... 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.
11.5
5174
59505.6
... More
For First Floor
Item / Page No : 7 / 264
Specification No : As per Item No 54a
Spec. Page No : ---
Additional Specifications : As per Item No 54a
7.5
5221
39160.88
... More
Providing and applying two coats of exterior weather shield paint 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 : 26 / 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.
242.72
324
78762.64
... More
For First Floor
Item / Page No : 26 / 225
Specification No : As per Item No 55a
Spec. Page No : ---
Additional Specifications : As per Item No 55a
491.56
327
160961.32
... More
Providing and applying pearl / luster finish paint of approved colour and shade to the existing plastered surface including scaffolding, preparing the surface, applying the acrylic wall putti, excetra complete. (For Ground Floor)
Item / Page No : 23 / 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. 3. The work shall be carried out as per instructions of Engineer in charge.
316.98
237
75314.45
... More
For First Floor
Item / Page No : 23 / 225
Specification No : As per Item No 56a
Spec. Page No : ---
Additional Specifications : As per Item No 56a
273.65
239
65607.59
... More
Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For First Floor)
Item / Page No : 34 / 236
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
351.5
1302
457670.58
... More
Providing and fixing of colour coated zincalume (R) AZ 150 (Minimum 150 grams per square metre total on each sides) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 milimetre base metal thickness (BMT) (0.5 milimetre TCT), Hi-strength steel with minium 550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55 percent aluminium, 43.4 percent zinc, 1.6 percent silicon) with COLORBOND (R) steel quality super durable polyster paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nominal 950-1050 milimetre effective cover width and nominal 25-30 milimetre deep ribs with subtle square fluting in the five pan at nominal 180-250 milimetre center to centre. The end rib shall be designed for anti capilary groove and return leg. The feed material should have coil manufacturer's product details marked at regular interval. Including fasteners with minium fatened with minium 25 um zinc-tin alloy coated, hex head, self-drilling screw, excetra complete. (Weight of profile 4.52 kilogram per square metre). (For Ground Floor)
Item / Page No : 34 / 236
Specification No : As per Item No 57a
Spec. Page No : ---
Additional Specifications : As per Item No 57a
13.8
1290
17806.14
... More
Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates excetra as per detailed desings and drawings or as directed including cuting, fabricating, hoisting, erecting, fixing in position, making rivetted / bolted / welded connection and 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 : 4 / 173
Specification No : Bd.C.8
Spec. Page No : 278
5.96
132834
791562.87
... 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 First 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.
298.34
1350
402938
... 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.
15
292
4389
... More
For First Floor
Item / Page No : 55 / 280
Specification No : As per Item No 60a
Spec. Page No : ---
Additional Specifications : As per Item No 60a
30
295
8857.5
... More
Providing and fixing on walls / celling / floor, 20 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 : 56 / 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
341
11935
... More
For First Floor
Item / Page No : 56 / 280
Specification No : As per Item No 61a
Spec. Page No : ---
Additional Specifications : As per Item No 61a
50
344
17205
... 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.
40
412
16500
... More
For First Floor
Item / Page No : 57 / 280
Specification No : As per Item No 62a
Spec. Page No : ---
Additional Specifications : As per Item No 62a
45
416
18731.25
... More
Providing and fixing on walls / celling / floor, 32 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)
Item / Page No : 58 / 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.
15
474
7111.5
... More
For First Floor
Item / Page No : 58 / 280
Specification No : As per Item No 63a
Spec. Page No : ---
Additional Specifications : As per Item No 63a
30
478
14352
... More
Providing and fixing on walls / celling / floor, 50 milimetre diameter chlorinated poly vinyl chloride pipe with necessary fittings, remaking good the demolished portion, excetra complete. (For Ground Floor)
Item / Page No : 60 / 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.
60
815
48906
... More
For First Floor
Item / Page No : 60 / 280
Specification No : As per Item No 64a
Spec. Page No : ---
Additional Specifications : As per Item No 64a
60
822
49350
... More
Providing and fixing White Glazed Earthenware Squatting plate (Ladies Urinal) with polyvinyl chloride flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 milimetre diameter P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection up to the outside face of the wall. (For Ground Floor)
Item / Page No : 58 / 271
Specification No : Bd.V.23
Spec. Page No : 562
2
4590
9180.6
... More
For First Floor
Item / Page No : 58 / 271
Specification No : As per Item No 65a
Spec. Page No : ---
Additional Specifications : As per Item No 65a
2
4632
9264.1
... More
Providing and fixing white glazed earthenware full stall type urinal with poly vinyl chloride flushing cistern of 5 litres capacity with fitting inlet pipes and stop tap brackets for fixing the cistern 32 milimetre diameter poly vinyl chloride flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap soil pipe connection upto the outside face of the wall. (For Ground Floor)
Item / Page No : 57 / 271
Specification No : Bd.V.23
Spec. Page No : 562
2
10751
21502.8
... More
For First Floor
Item / Page No : 57 / 271
Specification No : As per Item No 66a
Spec. Page No : ---
Additional Specifications : As per Item No 66a
2
10849
21698.3
... More
Providing and fixing coloured glazed with bottle trap earthenware Wash Hand Basin of 55 centimetre X 40 centimetre size including cold water piller taps, brackets, rubber plugs and brass chain, stop tap, chromium plate bottle trap and necessary pipe connections including unplasticized polyvinyl chloride waste pipe and trap upto the outside face of the wall, making good the damaged surface, testing excetra complete.
Item / Page No : 72 / 273
Specification No : Bd.V.30
Spec. Page No : 616
9
6697
60281.1
... More
Providing and fixing 10 centimetre cast iron nahani trap including cast iron grating, bend and piece of cast iron pipe upto the outside face of the wall complete. (For Ground Floor)
Item / Page No : 80 / 273
Specification No : Bd.V.32
Spec. Page No : 567
6
1239
7438.2
... More
For First Floor
Item / Page No : 80 / 273
Specification No : As per Item No 68a
Spec. Page No : ---
Additional Specifications : As per Item No 68a
7
1250
8756.65
... More
Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonry, plastering from inside and airtight cast iron lid 75 kilogram with frame fixed in cement concrete, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 10 / 274
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
10
15299
152996.5
... More
Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and cast iron lid cover 75 kilogram with frame fixed in cement concrete, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 11 / 274
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
2
16757
33515.8
... 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.
4
947
3788.4
... More
For First Floor
Item / Page No : 20 / 276
Specification No : As per Item No 71a
Spec. Page No : ---
Additional Specifications : As per Item No 71a
5
955
4778.5
... 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.
4
328
1315.6
... More
For First Floor
Item / Page No : 31 / 277
Specification No : As per Item No 72a
Spec. Page No : ---
Additional Specifications : As per Item No 72a
5
331
1659.5
... More
Providing and fixing Orissa type colour glazed earthenware 625 milimetre X 450 milimetre water closet pan including trap, cast iron soil and vent pipe upto the out side face of wall including 100 milimetre diameter cast iron plug bend, 15 milimetre thick 10 litre polyvinyl chloride flushing cistern with all necessary pipe connection, excetra complete. (For Ground Floor)
Item / Page No : 35 / 277
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
11154
22308
... More
For First Floor
Item / Page No : 35 / 277
Specification No : As per Item No 73a
Spec. Page No : ---
Additional Specifications : As per Item No 73a
3
11255
33766.2
... 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.
30
667
20031
... More
For First Floor
Item / Page No : 51 / 279
Specification No : As per Item No 74a
Spec. Page No : ---
Additional Specifications : As per Item No 74a
40
673
26950
... 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.
20
866
17336
... More
For First Floor
Item / Page No : 52 / 279
Specification No : As per Item No 75a
Spec. Page No : ---
Additional Specifications : As per Item No 75a
30
874
26241
... 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 housing, fixing of accessaries such as inlet, outlet, overflow pipe inclusive of all Taxes - Capacity between 1000 litres to 20000 litres. (For First Floor)
Item / Page No : 54 / 280
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
4000
12
48800
... 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.
30
592
17787
... More
For First Floor
Item / Page No : 59 / 280
Specification No : As per Item No 77a
Spec. Page No : ---
Additional Specifications : As per Item No 77a
40
598
23932
... More
Providing and laying in trenches 50 milimetre diameter chlorinated poly vinyl chloride pipe including necessary excavation, fittings, refilling trenches, excetra complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete.
Item / Page No : 66 / 281
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.
25
861
21532.5
... More
Providing and fixing chromium plated two way bib cock of approved make including necessary sockets / union nut, excetra complete. (For Ground Floor)
Item / Page No : 80 / 282
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
4
1604
6419.6
... More
For First Floor
Item / Page No : 80 / 282
Specification No : As per Item No 79a
Spec. Page No : ---
Additional Specifications : As per Item No 79a
5
1619
8097.5
... 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.
4
1787
7150
... More
For First Floor
Item / Page No : 82 / 282
Specification No : As per Item No 80a
Spec. Page No : ---
Additional Specifications : As per Item No 80a
5
1803
9018.75
... More
Providing and fixing oval type under counter wash hand basin of 16 inch X 22 inch size and of special colour shed having telephonic black / colour granite of 18 milimetre thick fixed on black kadapaa frame work, including cromium plated coupling, bottle-trap using approved make oval type wash basin as per detailed drawing or as directed by Engineer In-charge, excetra complete. (For Ground Floor)
Item / Page No : 88 / 283
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
4
9678
38715.6
... More
For First Floor
Item / Page No : 88 / 283
Specification No : As per Item No 81a
Spec. Page No : ---
Additional Specifications : As per Item No 81a
5
9766
48834.5
... More
Providing and fixing european type wall hung white water closet of approved make with push valve consealed type with cover plate 32 milimetre size of approved make including soil pipe, vent pipe upto outside face of wall, 100 milimetre diameter galvanised iron plug, bend, inlet pipe all fittings, cutting and making good walls, floors, excetra complete. (For Ground Floor)
Item / Page No : 86 / 283
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
2
16528
33057.2
... More
For First Floor
Item / Page No : 86 / 283
Specification No : As per Item No 82a
Spec. Page No : ---
Additional Specifications : As per Item No 82a
2
16678
33357.7
... 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
3
9489
28469.1
... More
Providing and fixing lightening conductor system comprising of errecting Air-Termination consisting of tubular copper rod of 25 milimetre diameter 1.2 milimetre thick with multiple points head 1.2 metre long (Heavy Duty) welded or clamped to galvanised iron pipe pole 'B' Grade 50 milimetre diameter of required length with mild steel round base plate 25 milimetre diameter and 10 milimetre thick at bottom embedded in cement concrete 1:3:6 foundation of size 45 centimetre diameter X 45 centimetre height and providing earthing with copper earth plate of size 60 centimetre X 60 centimetre X 0.3 centimetre with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pit 1.5 metre below ground level with 40 kilogram charcoal and salt with alternate layers of charcoal and salt and galvanised iron pipe of 40 milimetre diameter 2 metre length burried in earth upto earthing plate, remaining portion above ground level for watering and refilling complete.
Item / Page No : 18 / 295
Specification No : Bd.W.1
Spec. Page No : 581
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
1
28362
28362.4
... More
Providing and fixing copper strip 25 milimetre wide and 3 milimetre thick for lightening conductor including fixing with screws, required scaffolding, excetra complete.
Item / Page No : 19 / 295
Specification No : Bd.W.1
Spec. Page No : 581
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
25
872
21807.5
... More
Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram 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 per cent crushed sand), excetra complete.
Item / Page No : 53 / 219
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.
160
1234
197504
... 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 First 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.
2.25
3121
7022.93
... More
Providing and fixing stainless steel sink 600 milimetre X 510 milimetre X 200 milimetre of approved make including coupling, outlet pipe, elbo and other necessary fitting, finishing excetra complete. (For First Floor)
Item / Page No : 78 / 282
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
1
22089
22089
... More
Providing and fixing machine cut mirror polished 18 milimetre to 20 milimetre thick telephone black / amba white / cadbury brown / RBI red / ocean brown granite stone partition with full moulding the edegs, excetra complete. - One side polish (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 37 / 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. The edge of partition should be 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.
1.95
4413
8605.94
... More
For First Floor
Item / Page No : 37 / 216
Specification No : As per Item No 89a
Spec. Page No : ---
Additional Specifications : As per Item No 89a
1.95
4453
8684.13
... More
Providing and fixing screw down for 20 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)
Item / Page No : 44 / 270
Specification No : Bd.V.9
Spec. Page No : 555
4
704
2816
... More
For First Floor
Item / Page No : 44 / 270
Specification No : As per Item No 90a
Spec. Page No : ---
Additional Specifications : As per Item No 90a
5
710
3552
... 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
4
965
3863.2
... More
For First Floor
Item / Page No : 45 / 270
Specification No : As per Item No 91a
Spec. Page No : ---
Additional Specifications : As per Item No 91a
5
974
4873
... More
Providing and fixing screw down 32 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)
Item / Page No : 46 / 270
Specification No : Bd.V.9
Spec. Page No : 555
4
1079
4316.4
... More
For First Floor
Item / Page No : 46 / 270
Specification No : As per Item No 92a
Spec. Page No : ---
Additional Specifications : As per Item No 92a
5
1088
5444.5
... More
Providing and fixing screw down for 50 milimetre diameter wheeled stop tap of brass including necessary sockets / union nut complete. (For Ground Floor)
Item / Page No : 48 / 270
Specification No : Bd.V.9
Spec. Page No : 555
9
2192
19730.7
... More
For First Floor
Item / Page No : 48 / 270
Specification No : As per Item No 93a
Spec. Page No : ---
Additional Specifications : As per Item No 93a
5
2212
11061.25
... More
Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates, excetra as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. (For First Floor)
Item / Page No : 11 / 174
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
0.46
132092
61290.8
... More
Providing and fixing unplasticised polyvinyl chloride roof made up of three layers roofing material of thickness 2 milimetre having width of 1130 milimetre and of required length having tensile strength not less than 330 kilogram per square centimetre, including fastening with self drilling screw having washers made of stainless steel, excetra complete. (For First Floor)
Item / Page No : 37 / 237
Additional Specifications : The work shall be done as per instructions of Engineer in charge.
30
1769
53080.5
... 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.
8.64
9560
82599.26
... More
Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)
Item / Page No : 3 / 0
Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item.
293.11
216
63364.52
... More
Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.
Item / Page No : 4 / 0
Additional Specifications : 1. The amount of the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control with name of work mensioned on the original receipt within the stipulated period of work. 2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010. 3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests. 4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under 'Additional General Conditions and Specifications' of this tender document shall be applicable. 5. Above / below percentage quoted by the contractor will not be applicable for this item.Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement
1 Test per 50.00 Metric Ton
6
3960
23760
... More
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand
1 Test per Source
1
1450
1450
... More
Compressive Strength of Cement Concrete Cube
1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre
16
725
11600
... More
Sieve Analysis Test for Metal below 40 milimetre
1 Test per 200.00 Cubic Metre
3
725
2175
... More
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre
1 Test per Source
1
2730
2730
... More
Concrete Mix Design (with all tests on basic materials) for Grade M-20
1 Test per 500.00 Cubic Metre
1
14445
14445
... More
Compressive Strength of Cement Mortar
1 Test per Day
50
725
36250
... More
Water Absorption, Compressive Strength, Efflorescence Test for Fly Ash Bricks
1 Test per 50000.00 Number
4
2285
9140
... More
Liquid Limit & Plastic Limit for Plinth Filling
1 Test per 1000.00 Cubic Metre
1
1230
1230
... More
Crushing Value / Compressive Strength, Water Absorption, Specific Gravity Test for Stone / Rubble
1 Test per Source
1
2120
2120
... More
Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar upto 16 milimetre)
1 Test per 5.00 Metric Ton
4
1340
5360
... More
Tensile Strength, Percent Elongation, Yield Stress, Weight per Metre, Bend / Rebend Test, Proof Stress (Steel Bar above 16 milimetre)
1 Test per 5.00 Metric Ton
6
1675
10050
... More
Water Absorption, Modulus of Rupture Test for Ceramic / Vitrified Tiles
1 Test per 2000.00 Number
4
2620
10480
... More
Thickness, Mass per Running Metre of Aluminium Section
1 Test per Square Metre
1
725
725
... More
Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks
1 Test per 50000.00 Number
1
2285
2285
... More
Compressive Strength, Water Absorption Test for Paving Blocks - 60 milimetre thick, 400 Kilogram per Square Centimetre Strength
1 Test per Square Metre
1
2620
2620
... More
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand
1 Test per Source
1
1450
1450
... More
Liquid Limit and Plastic Limit for Earth Work
1 Test per 1000.00 Cubic Metre
1
1230
1230
... More
Compaction Test (Proctor Density) for Earth Work
1 Test per 1000.00 Cubic Metre
1
1955
1955
... More
Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per 200.00 Cubic Metre
1
725
725
... More
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per Source
1
2730
2730
... More
Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per Source
1
895
895
... More
Flekiness Index / Elongation Index Test for Metal below 40 milimetre
1 Test per Source
1
895
895
... More
Sieve Analysis Test for Hard Murrm
1 Test per 200.00 Cubic Metre
1
725
725
... More
Liquid Limit and Plastic Limit for Hard Murum
1 Test per 250.00 Cubic Metre
1
1230
1230
... More
Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. (Lift upto 1.5 metre) By Mechanical Means
Item / Page No : 6 / 153
Specification No : Bd.A.2
Spec. Page No : 259
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
22.07
249
5510.88
... More
Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for steps including steel centering, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) (For Ground Floor) (using ARTIFICIAL SAND).
Item / Page No : 4 / 175
Specification No : Bd.E.2, B-7
Spec. Page No : 288, 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.
2.19
7524
16478.76
... More
Providing and fixing heat insulation by wrapping the pipes with glass wool / asbestos fibre rope or tape / videoflex 25 milimetre as directed by Engineer in charge.
Item / Page No : 57 / 318
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
39.72
185
7383.95
... 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.
1.89
2215
4187.11
... More
Providing and fixing solid core flush door commerical type in single leaf 16 milimetre thick Bison panel cement bonded partical board including teak wood lipping, beading on all four edges, without ventilator commercial type of exterior grade as per detailed drawings, with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats, excetra complete. (For Ground Floor)
Item / Page No : 11 / 246
Additional Specifications : 1. The work shall be done as per instructions of Engineer in charge. 2. Door shutter and fixtures and fastenings shall be got approved by Engineer in-charge.
1.7
4222
7178.93
... 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 Ground Floor)
Item / Page No : 1 / 173
Specification No : Bd.C.2
Spec. Page No : 275
0.12
112263
13247.12
... 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.
3.24
5361
17370.94
... More
Providing and laying polished Shahabad stone Flooring 25 milimetre to 30 milimetre thick and of required width wide in plain / diamond pattern on a 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 : 4 / 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.
9
917
8260.2
... 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
65
841
54671.5
... More
Providing and constructing brick masonry inspection chamber 90 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and with frame fixed in cement concrete with reinforced cement concrete cover medium duty 140 kilogram with frame etc complete. (using ARTIFICIAL SAND).
Item / Page No : 13 / 275
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
10
12585
125856
... More
Providing and fixing on walls / celling / floors 50 milimetre diameter heavy grade having embossed as Indian Standards Institution mark galvanised iron pipes weight of 6.33 kilogram per metre with necessary fittings, remaking good the demolished portion with primerof anti-corrosive oil paint two coats Including necessary scaffolding and removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed excetra complete. (For Ground Floor)
Item / Page No : 15 / 267
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.
60
1082
64944
... More
Providing and laying in trenches 50 milimetre diameter medium grade having embossed as Indian Standards Institution mark galvanised iron pipes of 5.17 kilogram per metre with necessary fittings, remaking good the demolished portion with filling trenches and with primer of anticorrosive oil paint two coats, Including removing existing pipe line if necessaryand conveying and stacking the same in PWD chowky or asdirected excetra complete.
Item / Page No : 23 / 269
Specification No : Bd.V.5
Spec. Page No : 551
Additional Specifications : 1. Galavanised iron pipe shall be of the type and the diametre specified in the wording of the item and shall comply with I.S. 1239-1973. 2. The specified diametre of the pipe shall refer to the inside diametre of the pipe and fittings. 3. Screw clips and galavnised iron fittings shall be of standard type to match the pipe.
70
938
65681
... More
Providing and fixing 50 milimetre diameter water metre with non-return value including stainer, sockets / union nut including water metre box making locking arrangement and lock. [Without chamber].
Item / Page No : 30 / 269
Specification No : Bd.V.7
Spec. Page No : 554
2
17106
34212.2
... More
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.
Item / Page No : 11 / 23
Specification No : MORTH-301
Spec. Page No : 45-53
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
648.36
130
84870.32
... More
Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.
Item / Page No : 13 / 24
Specification No : MORTH-301
Spec. Page No : 45-53
Additional Specifications : The useful excavated material shall be utilised as directed by the Engineer in-charge.
162.09
152
24783.56
... More
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources)
Item / Page No : 28 / 25
Specification No : MORTH-305
Spec. Page No : 63-77
129.06
1163
150154.86
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)
Item / Page No : 18 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
143
2959
423237.1
... 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.
893.39
927
828931.91
... More
Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively, VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strctly as per manufacturer's specifitions and as approved by engineer in charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus, etc, washing with water all complete.The contractor shall give guarantee for the performance of SRI and also the durabitity of coating, all complete as per direction of Engineer - in- incharge. (For Ground Floor)
Item / Page No : 19 / 313
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
298.34
451
134551.34
... More
Providing, constructing 2.0 metre deep shallow depth percolation pit comprising of 1.0 metre diameter pre-cast reinforced cement concrete rings, 300 milimetre thick side filling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of percolation pit up to 0.5 metre depth (from bottom up) with 25-75 milimetre clean washed gravels followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand/crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, excetra including arrangement for inlet and outlet pipe, excavation and backfilling as shown in the drawing. The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge
Item / Page No : 46 / 317
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
1
56650
56650
... More
Providing and constructing recharge pit of 2.0 metre deep and 1.0 metre diameter of pre-cast reinforced cement concrete rings with 6.5 Inch diameter X 25 metre deep borewell at the floor of recharge pit including installation of combination of solid / perforated polyvinyl chloride casing pipe wrapped around with netlon mesh including 300 milimetre thick sidefilling around outside of reinforced cement concrete rings (annular space) with 40 milimetre size boulders including filling of recharge pit up to 0.5 metre depth with 25-75 milimetre clean washed gravels from bottom up followed by 0.5 metre depth of 10-25 milimetre of clean washed stones followed by 0.5 metre of washed river fine aggregate (natural sand / crushed sand VSI grade finely washed excetra) including netlon mesh between each gravel / fine aggregate (natural sand / crushed sand VSI grade finely washed, excetra) media layer including covering with reinforced cement concrete slab, manhole frame and cover, polyvinyl chloride rungs, polyvinyl chloride end-caps, fittings, excetra including arrangement for inlet and outlet pipe excavation and backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.
Item / Page No : 47 / 317
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
1
100430
100430
... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized polyvinyl chloride medium well-casing pipe of 150 milimetre diameter, conforming to Indian Standard : 12818, including required hire and labour charges, fittings and accessories, excetra all complete, for all depths, as per the direction of Engineer in charge.
Item / Page No : 49 / 318
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
100
543
54340
... More
Supplying, filling, spreading and leveling stone boulders of size range 5 centimetre to 20 centimetre in recharge pit, in the required thickness, for all leads and lifts, all complete as per the direction of Engineer-in-charge.
Item / Page No : 51 / 318
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
22.5
1439
32397.75
... More
Supplying, filling, spreading and leveling gravels of size range 5 milimetre to 10 milimetre, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-incharge.
Item / Page No : 52 / 318
Additional Specifications : Work shall be carried out as per the instructions of Engineer In-Charge.
22.5
1602
36060.75
... 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
10959
10959.3
... 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.
286
287
82110.6
... More
Providing and errecting 'Y' type barbed wire fencing with seven rows of wire with 2.45 milimetre diameter galvanised iron pipe (Rezan / concentina wire 0.75 milimetre diametre) with hot dip and galvanised iron coated hooks as per drawing supported on mild steel angle 50 milimetre X 50 milimetre X 6 milimetre at 2.5 metre center to center including fixing and fastening with wire, painting mild steel angles with one coat of red lead primer and two coats of oil paint, excetra complete.
Item / Page No : 5 / 264
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
200
1009
201930
... More
Providing and laying in situ / ready mix M-20 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing excetra complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) excetra complete. (excluding reinforcement). a) reinforced cement concrete Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (using ARTIFICIAL SAND).
Item / Page No : 32 / 131
Specification No : MORTH 1700, 2304
Spec. Page No : ---
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.
5.63
7200
40537.13
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